HomeMy WebLinkAboutProject 3-4 100 Year Hydrology Update - 2007DATE:
FROM:
TO:
SUBJECT:
INTEROFFICE MEMO rou
March 26 0 f PHONE: 78213
MII , E., Cif MAIL CODE: 0835
Water Resources Division
MELISSA WALKER, P.E., Chief
Flood Control Planning Division File: 2-130/1.00
ZONE 2, COMPREHENSIVE STORM DRAIN PROJECT CSDP #34 — 100 -YEAR
HYDROLOGY UPDATE — REVISED SUBMITTAL
Reference is made to your Interoffice memo dated February 15, 2007, with accompanying
Comprehensive Storm Drain Plan, "Project 43-4 , 100 Year Hydrology Update, dated February
5, 2006," prepared by Allard Engineering, requesting review and comments from this Division.
We have previously reviewed and commented on this project by interoffice memo dated
January 11, 2006. Our previous comments have been addressed.
In general, the hydrology calculations for CSDP #3-4 appear reasonable and acceptable.
Electronic files of the drawings and the calculations should be submitted for future use of the
Comprehensive Storm Drain Plan.
If you have any questions, please contact Hany Peters or me at 7-8213.
MJF:HP:RTS:bfb ID42348
ALLAIRD ENBHNEE]RHNS
Fes':
February 59 2006
Prepared For:
San Bernardino County Flood Control
District Planning Division
8253 Sierra Avenue Fontana, CA 92335 (909) 356-1815 * (909) 356-1795
■ ALLARD E
■
NVland sumyIng land
February 59 2006
Prepared For:
San Bernardino County Flood Control
District Planning Division
Prepared under the supervision of:
David S Hammer RCE 43976 Ems. 06-30-07
8253 Sierra Avenue Fontana, CA 92335 (909) 356-1815 * (909) 356-1795
Table of Contents
Discussion
Exhibits
Updated Hydrology
Single area Unit hydrograph and Yb calculation
Complete Unit hydrograph for the Line "A"
Normal depth calculation for Line "A"
Profile exhibit for Line A
Cost estimate
Discussion
Project 3-4 is comprised of an area of approximately 4,220 acres, in the southern part of
the city of Fontana. The boundaries of the study areas are Interstate 10 Freeway to the
north, Riverside Avenue to the east, the San Bernardino/Riverside County Line to the
south and Tamarind Avenue to the west.
Project 3-4 was originally developed as a part of the Comprehensive Storm Drain Plan #3
(CSDP #3) in 1972. Later, it was revised to conform to the San Bernardino County
Hydrology Manual in the early 1990's. Currently, the reason for updating project 3-4 is
due to the proposed development of the Valley Trails Specific Plan located in the city of
Fontana at Locust Avenue and Eleventh Street.
The Valley Trails Specific Plan is a proposed planned residential development with a
school, park and open space recreational facilities. Land use density ranges from 1.1
dwelling units per acre to 20 dwelling units per acre, which modifies the land used in the
September 1997 update of residential minimum lot size of 14,000 square feet (R -L).
This amendment also proposes to slightly realign Line "A" (see revised 3-4 exhibit)
storm drain system and provides a controlled outlet for the proposed detention basin
resulting in reduced pipe sizes for Line "A". As part of the Valley Trails development,
approximately 6,300ft of Line "A" will be constructed. This segment starts from the
existing basin located at the corner of 11'h Street and Locust Avenue and will outlet to a
retention basin that currently exists easterly of the intersection of El Rivino Road and
Cedar Avenue. The San Bernardino County Flood Control District will be responsible for
the operation and maintenance of Line "A", including the retention basin easterly of El
Rivino Road and Cedar Avenue (see Interim Condition Storm Drain Exhibit). In the
ultimate condition, the storm drain system will continue and outlet to the Santa Ana
River.
The proposed update to project 3-4 will utilize all drainage area calculations, sub area
boundaries, flow path length, elevation differences, soil types, rainfall, routing, except for
the land use, as taken from project 3-4 update report, dated September 1997. The land use
has been changed to reflect the proposed Valley Trails Specific Plan, in ultimate
development condition, with the various new run-off coefficients. Finally, a 164 acre
residential development is proposed where the El Rivino Golf Course exists. The change
of land use has also been addressed. Hydrology and Hydraulic calculations are based on
the same boundary as the project 3-4 hydrology update report, dated September 1997.
The amended storm drain system proposes a detention basin and pipe sizes of 66"
diameter to 132" diameter.
ExhNts
_
Q W
---
U z co
O
I
L,
w
DrsJLLJ
q�c i
C�
Z
LL-
O
`rOI1107"
d
O
LO
N
0
_
7CO)
�
O
�
- -
t
7 -CI
i
lo!
(�
AL
t
-
t
_
J J�
:
W
:3~
O (/�
�
O
77
U
p
w
°D
-,
N
Z
O
1`ti
c
F-
0
3
c-)
O
LA
U
-o
m
c
U
o
0
i
_.
n
O
V
a O
I
IIx
(
N J
i
_j
d
C
O
�
—
LL4 XON
i ��o¢
—
rr
_I
`r
I
d
O
�
t
�
_
U
O
I
W
Z
d
d
u
�
D
Q
I
_7
0
r--
-
U
_
LL-
o
O
o
O
c
t
I
a>
U
MM
I
O
v
h
C _
R
=
U
1 Oto l • , �t. � . _ _. - "
xe �
�o
r 1 � iit I ' m , �- - •
•. ( 4-
V" �_ n izt -- ,• 1 ^ , S fes`•
Iz
JaS
VA V
rlo
MJerY7• j �� 'cam
r$Y..---
E'�= .1 1 � � �:� � I'.• r : �- �,-•� 1;' r ; XII
am _� y _ d,�o •i �' �_�: _Y s;_ :;..� /1r.1{!.
2: U• c • �• � �•
�i • 3nY . •37�rM �`•=•i r,rf \`•�@1� ti•'a;.._,.
5i Z
;1 •31r r• 8 7,M •r7
it o �.\ .f <.�-^N1•��� � i�
� • / /' //,. ��- y• `�G'• It ;'-. _ Y" I. i.l +` .
7i -------- ♦ tom. .1 _ 't. �.� `i•� \
Jnr �i. J)tii�•r.=.—`.r. i.T: -`'
�. •o nvr- �r T.!!lITTTr +-*'�!: yrs:' '1�iy'f ;,� �:_
0 u U L.. r. bio
tc r o bD w 0 0 �. 9
» L) t! s
•.•r �+ c u1 _ E
3 1� � U i U . a trg p p°ts Q�
cd
Cd U
41 co
O► by •.r cd 0
tiO.ed
CO
rd
cp
Oo 3nr V U
^J 0Q
a = ----
w .n •s= nY • ,rN .
cd
cd
z .rt l •0 U O v tL'v � 3Ar .�• snioro
m;v
G i'fs. mll.0 )• o:11�hhEE /lJ'
S• Z _ 0 7nNt39 •. n w /CPQ _,,y j•, '_%/�\t
p
3AV W033
IN
;•� . - «.... N30N1.. 't ee0 t! y _yi .r %• i!
14
r r +.�• S l
v w S R AZ"y
.37drN g�g .?� _k r ri � ... 7.ri � t �; N••-__
i 1 E ,� • ' - , �` •��;` �` • I \`� \ ','� +tee '�
ry
o• •S3ow,-'-- t� Wit_- `'�`/_y:-i= v;%..��: ;..:.\
,-•3nr _ Orr)vY l`:',' 11; `�:.. _ >�. -.t.'.• :.:r.)1�
NOV
z
3:
Q+J-7=0 WI -17 'Cn lsnbnv :-4tvn in -w
p d ;.1 I t'' d i i ilk 1 tp q! g
SR'ngk area tUnh hydirograph
2nd YID cakWafi*®n
REVISED HYDROLOGY LINE "A"
ALLAAD ENGINEERING
Cavil Erc:neermc Lann; __rnyuig - ]and Mumng
ler AvenuE
92335
9-N 5S '•8 i � Fzc {909; 3561735
Filenome M lai4,q .15003\eahibi!
3-4project2.dwg
AREA 1
Rational method, 100 year storm
Yb calculation
+x+xxx�rxxxxxxx,tx+xxxxxx+xxxx+xxxxx+xxxxx+x+xx+xxxxtx++++x*xxx***x*x+xx+*+++*
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
+++++++++++x+*++*+++*+++++ DESCRIPTION OF STUDY ++*xx++++++++++++++++x++++
* Valley Trails +
* Developed Condition +
* 100 Year Storm Event
FILE NAME: VTRAILD.DAT
TIME/DATE OF STUDY: 10:26 10/24/2006
-------------- - ----
------------------------
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
---------------------------
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.3000
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO_ (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 0.00 TO NODE 0.50 IS CODE = 21
----------------------------------------------------------------------------
» >>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
-USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 670.00
ELEVATION DATA: UPSTREAM(FEET) = 1913.00 DOWNSTREAM(FEET) = 1610.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.173
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.564
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL FAIR COVER
"GRASS" B 10.00 0.27
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 29.63
TOTAL AREA(ACRES) = 10.00 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.27
1.00 86 11.17
29.63
FLOW PROCESS FROM NODE 0.50 TO NODE 1.00 IS CODE = 53
>> >>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 1610.00 DOWNSTREAM(FEET) = 1370.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 770.00 CHANNEL SLOPE = 0.3117
CHANNEL FLOW THRU SUBAREA(CFS) = 29.63
FLOW VELOCITY(FEET/SEC) = 9.66 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.33 Tc(MIN.) = 12.50
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 1.00 = 1440.00 FEET.
FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 12.50
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.332
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 20.00 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 20.00 SUBAREA RUNOFF(CFS) = 55.08
EFFECTIVE AREA(ACRES) = 30.00 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 30.00 PEAK FLOW RATE(CFS) = 82.61
FLOW PROCESS FROM NODE 1.00 TO NODE 1.50 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 1370.00 DOWNSTREAM(FEET) = 1200.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 630.00 CHANNEL SLOPE = 0.2698
CHANNEL FLOW THRU SUBAREA(CFS) = 82.61
FLOW VELOCITY(FEET/SEC) = 12.65 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 0.83 Tc(MIN.) = 13.33
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 1.50 = 2070.00 FEET_
FLOW PROCESS FROM NODE 1.50 TO NODE 1.50 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-----------------------
MAINLINE Tc(MIN) = 13.33
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.206
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 28.00 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 28.00 SUBAREA RUNOFF(CFS) = 73.93
EFFECTIVE AREA(ACRES) = 58.00 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 58.00 PEAK FLOW RATE(CFS) = 153.14
FLOW PROCESS FROM NODE 1.50 TO NODE 2.00 IS CODE = 53
----------------------------------------------------------------------- - ---
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
-----------------------
ELEVATION DATA: UPSTREAM(FEET) = 1200.00 DOWNSTREAM(FEET) = 1061.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 1740.00 CHANNEL SLOPE = 0.0799
CHANNEL FLOW THRU SUBAREA(CFS) = 153.14
FLOW VELOCITY(FEET/SEC) = 8.45 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 3.43 Tc(MIN.) = 16.76
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 3810.00 FEET.
FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
- --------------------
MAINLINE Tc(MIN) = 16.76
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.794
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 39.10 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES). = 39.10 SUBAREA RUNOFF(CFS) = 88.75
EFFECTIVE AREA(ACRES) = 97.10 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 97.10 PEAK FLOW RATE(CFS) = 220.41
FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81
----------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 16.76
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.794
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL B 1.50 0.45 0.10 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 1.50 SUBAREA RUNOFF(CFS) = 3.71
EFFECTIVE AREA(ACRES) = 98.60 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 0.99
TOTAL AREA(ACRES) = 98.60 PEAK FLOW RATE(CFS) = 224.12
FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
---------- ------------
ELEVATION DATA: UPSTREAM(FEET) = 1061.00 DOWNSTREAM(FEET) = 1044.00
FLOW LENGTH(FEET) = 780.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 51.0 INCH PIPE IS 39.6 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 18.97
ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 224.12
PIPE TRAVEL TIME(MIN.) = 0.69 Tc(MIN.) = 17.45
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 3.00 = 4590.00 FEET.
FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 81
-------- - ------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 17.45
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.728
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS/ACRE" B 12.20 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 12.20 SUBAREA RUNOFF(CFS) = 28.96
EFFECTIVE AREA(ACRES) = 110.80 AREA -AVERAGED Fm(INCH/HR) = 0.25
AREA -AVERAGED Fp(INCH/HR) = 0.28 AREA -AVERAGED Ap = 0.90
TOTAL AREA(ACRES) = 110.80 PEAK FLOW RATE(CFS) = 247.19
FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
------- ------
MAINLINE Tc(MIN) = 17.45
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.728
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL
AREA Fp Ap
SCS
LAND USE GROUP
(ACRES) (INCH/HR) (DECIMAL)
CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B
2.90 0.45 0.50
76
NATURAL FAIR COVER
"GRASS" B
9.40 0.27 1.00
86
RESIDENTIAL
"3-4 DWELLINGS/ACRE" B
B.00 0.45 0.60
76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.34
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.77
SUBAREA AREA(ACRES) = 20.30
SUBAREA RUNOFF(CFS) = 44.99
EFFECTIVE AREA(ACRES) = 131.10
AREA -AVERAGED Fm(INCH/HR) =
0.25
AREA -AVERAGED Fp(INCH/HR) = 0.29
AREA -AVERAGED Ap = 0.88
TOTAL AREA(ACRES) = 131.10
PEAK FLOW RATE(CFS) = 292.18
FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 31
>> >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
---------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1044.60 DOWNSTREAM(FEET) = 1034.60
FLOW LENGTH(FEET) = 900.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 63.0 INCH PIPE IS 50.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 15.62
ESTIMATED PIPE DIAMETER(INCH) = 63.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 292.18
PIPE TRAVEL TIME(MIN.) = 0.96 Tc(MIN.) = 18.41
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 4.00 = 5490.00 FEET.
FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 18.41
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.641
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 20.60 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 20.60 SUBAREA RUNOFF(CFS) = 44.78
EFFECTIVE AREA(ACRES) = 151.70 AREA -AVERAGED Fm(INCH/HR) = 0.25
AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.83
TOTAL AREA(ACRES) = 151.70 PEAK FLOW RATE(CFS) = 326.78
FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
----------------------------------
MAINLINE Tc(MIN) = 18.41
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.641
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
APARTMENTS B 10.30 0.45 0.20 76
PUBLIC PARK B 3.30 0.45 0.85 76
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 7.50 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.41
SUBAREA AREA(ACRES) = 21.10 SUBAREA RUNOFF(CFS) = 46.66
EFFECTIVE AREA(ACRES) = 172.80 AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.31 AREA -AVERAGED Ap = 0.78
TOTAL AREA(ACRES) = 172.80 PEAK FLOW RATE(CFS) = 373.44
FLOW PROCESS FROM NODE 4.00 TO NODE 5.00 IS CODE = 31
-----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1034.60 DOWNSTREAM(FEET) = 1012.50
FLOW LENGTH(FEET) = 1260.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 48.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 20.05
ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = I
PIPE-FLOW(CFS) = 373.44
PIPE TRAVEL TIME(MIN.) = 1.05 Tc(MIN.) = 19.45
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 5.00 = 6750.00 FEET.
FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 19.45
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.555
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
SCHOOL B 20.00 0.45 0.60 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60
SUBAREA AREA(ACRES) = 20.00 SUBAREA RUNOFF(CFS) = 41.11
EFFECTIVE AREA(ACRES) = 192.80 AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.32 AREA -AVERAGED Ap = 0.76
TOTAL AREA(ACRES) = 192.80 PEAK FLOW RATE(CFS) = 401.14
FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 19.45
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.555
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 35.20 0.27 1.00 86
RESIDENTIAL
"3-4 DWELLINGS/ACRE" B 14.70 0.45 0.60 76
RESIDENTIAL
"8-10 DWELLINGS/ACRE" B 10.20 0.45 0.40 76
RESIDENTIAL
"11+ DWELLINGS/ACRE" B 7.90 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.32
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.73
SUBAREA AREA(ACRES) = 68.00 SUBAREA RUNOFF(CFS) = 141.87
EFFECTIVE AREA(ACRES) = 260.80 AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.32 AREA -AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 260.80 PEAK FLOW RATE(CFS) = 543.01
*xxxxxxxxxxxxxxxxxxxxxxxxxx,t+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
FLOW PROCESS FROM NODE 5.00 TO NODE 6.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
--------------
ELEVATION DATA: UPSTREAM(FEET) = 1012.50 DOWNSTREAM(FEET) = 1002.70
FLOW LENGTH(FEET) = 930.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 81.0 INCH PIPE IS 63.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.97
ESTIMATED PIPE DIAMETER(INCH) = 81.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 543.01
PIPE TRAVEL TIME(MIN.) = 0.86 Tc(MIN.) = 20.32
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 6.00 = 7680.00 FEET.
xxxxxxxxxxxxxxxxxxxxxxxx,rx*xx*xxxxxxxx*x*xxxx*:xxxxxx*xxxx*x*x*x***xx*xxxxxx
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
------------------------
MAINLINE TC(MIN) = 20.32
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.490
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS/ACRE" B 13.90 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 13.90 SUBAREA RUNOFF(CFS) = 30.01
EFFECTIVE AREA(ACRES) = 274.70 AREA -AVERAGED Fm(INCH/HR) = 0.23
AREA -AVERAGED Fp(INCH/HR) = 0.32 AREA -AVERAGED Ap = 0.72
TOTAL AREA(ACRES) = 274.70 PEAK FLOW RATE(CFS) = 557.61
*xxxxxxxxxxxxxxxxxxxx,txxxx,txxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxx
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 10
----------------------------------------------------------------------------
>>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<<
xx,txxxxxtxxxxxxxxx,rxx,txxxxxxx*xxxxxx*xxxxxxxxxr*xtxx*xxxirxirxx*,rx*xxxxxxxx,txx
FLOW PROCESS FROM NODE 7.00 TO NODE 7.50 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
- -----------------------
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1640.00 DOWNSTREAM(FEET) = 1380.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)) --0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 13.069
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.244
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL FAIR COVER
"GRASS" B 5.30 0.27
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 14.18
TOTAL AREA(ACRES) = 5.30 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.27
1.00 86 13.07
14.18
FLOW PROCESS FROM NODE 7.50 TO NODE 8.00 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
---------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1380.00 DOWNSTREAM(FEET) = 1270.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 670.00 CHANNEL SLOPE = 0.1642
CHANNEL FLOW THRU SUBAREA(CFS) = 14.18
FLOW VELOCITY(FEET/SEC) = 5.49 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 2.04 Tc(MIN.) = 15.10
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 8.00 = 1670.00 FEET.
FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
---------------------------------
MAINLINE Tc(MIN) = 15.10
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.974
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 10.60 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 10.60 SUBAREA RUNOFF(CFS) = 25.78
EFFECTIVE AREA(ACRES) = 15.90 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 15.90 PEAK FLOW RATE(CFS) = 38.67
**+++*++++++*+++++*+++*++**++**++++++++++*+*+++++++++++*****+++*+*++++++++++
FLOW PROCESS FROM NODE 8.00 TO NODE 9.00 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 1270.00 DOWNSTREAM(FEET) = 1076.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 840.00 CHANNEL SLOPE = 0.2310
CHANNEL FLOW THRU SUBAREA(CFS) = 38.67
FLOW VELOCITY(FEET/SEC) = 9.09 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.54 Tc(MIN.) = 16.64
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 9.00 = 2510.00 FEET.
FLOW PROCESS FROM NODE 9.00 TO NODE 9.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-------------------
MAINLINE Tc(MIN) = 16.64
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.806
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 13.30 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 13.30 SUBAREA RUNOFF(CFS) = 30.33
EFFECTIVE AREA(ACRES) = 29.20 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 29.20 PEAK FLOW RATE(CFS) = 66.59
FLOW PROCESS FROM NODE 9.00 TO NODE 9.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
------------------
MAINLINE Tc(MIN) = 16.64
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.806
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL B 0.80 0.45 0.10 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) = 1.99
EFFECTIVE AREA(ACRES) = 30.00 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 0.98
TOTAL AREA(ACRES) = 30.00 PEAK FLOW RATE(CFS) = 68.58
w++++++++++++++x+++++++w+x+x+x*+++x+++*++++w++www++www++++w+*+++xw+++xw+++w+
FLOW PROCESS FROM NODE 9.00 TO NODE 10-00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1076.00 DOWNSTREAM(FEET) = 1049.00 -
FLOW LENGTH(FEET) = 1350.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 13.61
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 68.58
PIPE TRAVEL TIME(MIN.) = 1.65 Tc(MIN.) = 18.30
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 10.00 = 3860.00 FEET.
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
- -----------------------
MAINLINE Tc(MIN) = 18.30
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.651
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL B 2.90 0.45 0.10 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 2.90 SUBAREA RUNOFF(CFS) = 6.80
EFFECTIVE AREA(ACRES) = 32.90 AREA -AVERAGED Fm(INCH/HR) = 0.25
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 0.90
TOTAL AREA(ACRES) = 32.90 PEAK FLOW RATE(CFS) = 71.19
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-------------------------
MAINLINE Tc(MIN) = 18.30
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.651
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 12.10 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 12.10 SUBAREA RUNOFF(CFS) = 25.91
EFFECTIVE AREA(ACRES) = 45.00 AREA -AVERAGED Fm(INCH/HR) = 0.25
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 0.93
TOTAL AREA(ACRES) = 45.00 PEAK FLOW RATE(CFS) = 97.10
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<<
--------------
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 18.30
RAINFALL INTENSITY(INCH/HR) = 2.65
AREA -AVERAGED Fm(INCH/HR) = 0.25
AREA -AVERAGED Fp(INCH/HR) = 0.27
AREA -AVERAGED Ap = 0.93
EFFECTIVE STREAM AREA(ACRES) = 45.00
1 TOTAL STREAM AREA(ACRES) = 45.00
PEAK FLOW RATE(CFS) AT CONFLUENCE = 97.10
FLOW PROCESS FROM NODE 7.00 TO NODE 7.20 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
------------------- -------
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1840.00 DOWNSTREAM(FEET) = 1340.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.853
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.277
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL FAIR COVER
"GRASS" B 8.40 0.27
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 22.72
TOTAL AREA(ACRES) = 8.40 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
1.00 86 12.85
0.27
- 22.72
FLOW PROCESS FROM NODE 7.20 TO NODE 7.40 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
--------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1340.00 DOWNSTREAM(FEET) = 1240.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 680.00 CHANNEL SLOPE = 0.1471
CHANNEL FLOW THRU SUBAREA(CFS) = 22.72
FLOW VELOCITY(FEET/SEC) = 6.08 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.87 Tc(MIN.) = 14.72
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 7.40 = 1680.00 FEET.
FLOW PROCESS FROM NODE 7.40 TO NODE 7.40 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
---------------------------------
MAINLINE Tc(MIN) = 14.72
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.021
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 11.20 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 11.20 SUBAREA RUNOFF(CFS) = 27.71
EFFECTIVE AREA(ACRES) = 19.60 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 19.60 PEAK FLOW RATE(CFS) = 48.49
FLOW PROCESS FROM NODE 7.40 TO NODE 10.00 IS CODE = 53
----------------------------------------------------------------------------
>> >>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 1240.00 DOWNSTREAM(FEET) = 1049.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 850.00 CHANNEL SLOPE = 0.2247
CHANNEL FLOW THRU SUBAREA(CFS) = 48.49
FLOW VELOCITY(FEET/SEC) = 9.67 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.47 Tc(MIN.) = 16.18
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 10.00 = 2530.00 FEET.
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
--------------
MAINLINE Tc(MIN) = 16.18
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.854
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 13.00 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREMACRES) = 13.00 SUBAREA RUNOFF(CFS) = 30.20
EFFECTIVE AREA(ACRES) = 32.60 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 32.60 PEAK FLOW RATE(CFS) = 75.74
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<<
>> >>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 16.18
RAINFALL INTENSITY(INCH/HR) = 2.85
AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.27
AREA -AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 32.60
TOTAL STREAM AREA(ACRES) = 32.60
PEAK FLOW RATE(CFS) AT CONFLUENCE = 75.74
** CONFLUENCE DATA **
STREAM
Q
Tc
NUMBER
(CFS)
(MIN.)
1
97.10
18.30
2
75.74
16.18
Intensity Fp(Fm)
(INCH/HR) (INCH/HR)
2.651 0.27( 0.25)
2.854 0.27( 0.27)
Ap Ae HEADWATER
(ACRES) NODE
0.93 45.0 7.00
1.00 32.6 7.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS-
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae
HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 168.88 16.18 2.854 0.27( 0.26) 0.96 72.4 7.00
2 166.90 18.30 2.651 0.27( 0.26) 0.96 77.6 7.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 168.88 Tc(MIN.) = 16.18
EFFECTIVE AREA(ACRES) = 72.40 AREA -AVERAGED Fm(INCH/HR) = 0.26
AREA -AVERAGED Fp(INCH/HR) = 0.27 AREA -AVERAGED Ap = 0.96
TOTAL AREA(ACRES) = 77.60
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 10.00 = 3860.00 FEET.
FLOW PROCESS FROM NODE 10.00 TO NODE 6.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1049.00 DOWNSTREAM(FEET) 1002.70
FLOW LENGTH(FEET) = 2010.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 35.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.96
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = I
PIPE-FLOW(CFS) = 168.88
PIPE TRAVEL TIME(MIN.) = 1.86 Tc(MIN.) = 18.05
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 6.00 = 5870.00 FEET.
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-------------------
MAINLINE Tc(MIN) = 18.05
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.673
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK B 7.30 0.45 0.85 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 7.30 SUBAREA RUNOFF(CFS) = 15.04
EFFECTIVE AREA(ACRES) = 79.70 AREA -AVERAGED Fm(INCH/HR) = 0.27
AREA -AVERAGED Fp(INCH/HR) = 0.29 AREA -AVERAGED Ap = 0.95
TOTAL AREA(ACRES) = 84.90 PEAK FLOW RATE(CFS) = 172.14
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = lI
----------------------------------------------------------------------------
>>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN -STREAM MEMORY<< <<<
** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 172.14 18.05 2.673 0.29( 0.27) 0.95 79.7 7.00
2 170.32 20.16 2.501 0.29( 0.27) 0.95 84.9 7.00
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 6.00 = 5870.00 FEET.
** MEMORY BANK # I CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 557.61 20.32 2.490 0.32( 0.23) 0.72 274.7 0.00
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 6.00 = 7680.00 FEET.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 707.75 18.05 2.673 0.31( 0.24) 0.78 323.7 7.00
2 726.52 20.16 2.501 0.31( 0.24) 0.78 357.5 7.00
3 727.07 20.32 2.490 0.31( 0.24) 0.78 359.6 0.00
TOTAL AREA(ACRES) = 359.60
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 727.07 Tc(MIN.) = 20.317
EFFECTIVE AREA(ACRES) = 359.60 AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.31 AREA -AVERAGED Ap = 0.78
TOTAL AREA(ACRES) = 359.60
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 6.00 = 7680.00 FEET.
FLOW PROCESS FROM NODE 6.00 TO NODE 11.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
-- ---------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1002.70 DOWNSTREAM(FEET) = 1000.00
FLOW LENGTH(FEET) = 810.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 114.0 INCH PIPE IS 86.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 12.65
ESTIMATED PIPE DIAMETER(INCH) = 114.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 727.07
PIPE TRAVEL TIME(MIN.) = 1.07 Tc(MIN.) = 21.38
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 11.00 = 8490.00 FEET.
xxx+,r*xxx+++xxxx*xx*x+xxxx++++x++xxxx,rx*xx+xx*xx»+x++xx++x+++xxxxxxxxxxx+x+x
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
----------------------------------
MAINLINE Tc(MIN) = 21.38
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.414
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS/ACRE" B 18.20 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 18.20 SUBAREA RUNOFF(CFS) = 38.06
EFFECTIVE AREA(ACRES) = 377.80 AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.31 AREA -AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 377.80 PEAK FLOW RATE(CFS) = 740.75
++x+++++++++++x+xxxxxx++++++++x++x++xx+++x+++++x+xx++*xx+++++xxxxxx+++++xx+x
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 1
I
-----------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE:
TIME OF CONCENTRATION(MIN.) = 21.38
RAINFALL INTENSITY(INCH/HR) = 2.41
AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.31
AREA -AVERAGED Ap = 0.75
EFFECTIVE STREAM AREA(ACRES) = 377.80
TOTAL STREAM AREA(ACRES) = 377.80
PEAK FLOW RATE(CFS) AT CONFLUENCE = 740.75
FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
--------------
INITIAL SUBAREA FLOW-LENGTH(FEET) = 700.00
ELEVATION DATA: UPSTREAM(FEET) = 1520.00 DOWNSTREAM(FEET) = 1200.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.437
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.218
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL POOR COVER
"GRASS" B 1.60 0.14
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 5.87
TOTAL AREA(ACRES) = 1.60 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.14
1.00 93 8.44
5.87
*++*++*+++**+++++++++*+++++++****+++++*+++++*++++*+++++++++++++*+**+++++++++
FLOW PROCESS FROM NODE 13.00 TO NODE 13.50 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 1200.00 DOWNSTREAM(FEET) = 1120.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 400.00 CHANNEL SLOPE = 0.2000
CHANNEL FLOW THRU SUBAREA(CFS) = 5.87
FLOW VELOCITY(FEET/SEC) = 4.52 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.48 Tc(MIN.) = 9.91
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 13.50 = 1100.00 FEET.
FLOW PROCESS FROM NODE 13.50 TO NODE 13.50 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
- --- --------------------
MAINLINE Tc(MIN) = 9.91
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.829
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 6.90 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 6.90 SUBAREA RUNOFF(CFS) = 22.09
EFFECTIVE AREA(ACRES) = 8.50 AREA -AVERAGED Fm(INCH/HR) = 0.25
AREA -AVERAGED Fp(INCH/HR) = 0.25 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 8.50 PEAK FLOW RATE(CFS) = 27.40
FLOW PROCESS FROM NODE 13.50 TO NODE 14.00 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1120.00 DOWNSTREAM(FEET) = 1065.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 530.00 CHANNEL SLOPE = 0.1038
CHANNEL FLOW THRU SUBAREA(CFS) = 27.40
FLOW VELOCITY(FEET/SEC) = 5.43 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.63 Tc(MIN.) = 11.54
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 14.00 = 1630.00 FEET.
FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 11.54
+ 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.496
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL POOR COVER
"GRASS" B 6.40 0.14 1.00 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.14
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 6.40 SUBAREA RUNOFF(CFS) = 19.33
EFFECTIVE AREA(ACRES) = 14.90 AREA -AVERAGED Fm(INCH/HR) = 0.20
AREA -AVERAGED Fp(INCH/HR) = 0.20 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 14.90 PEAK FLOW RATE(CFS) = 44.18
FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1065.00 DOWNSTREAM(FEET) = 1047.00
FLOW LENGTH(FEET) = 900.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 12.46
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 44.18
PIPE TRAVEL TIME(MIN.) = 1.20 Tc(MIN.) = 12.74
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 15.00 = 2530.00 FEET.
* # # * * * * f t t # * * * + f * * * * * * # * * * # * # * * * * # * * f f # * * # f f * * * * * * f * # * * * * * * * * * f t f * f * * f f f + f f #
FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 12.74
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.294
SUBAREA LOSS RATE DATA(AM[C III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS/ACRE" B 8.40 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 8.40 SUBAREA RUNOFF(CFS) = 24.22
EFFECTIVE AREA(ACRES) = 23.30 AREA -AVERAGED Fm(INCH/HR) = 0.16
AREA -AVERAGED Fp(INCH/HR) = 0.23 AREA -AVERAGED Ap = 0.71
TOTAL AREA(ACRES) = 23.30 PEAK FLOW RATE(CFS) = 65.69
FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
- -----------------------
MAINLINE Tc(MIN) = 12.74
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.294
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"8-10 DWELLINGS/ACRE" B 11.60 0.45 0.40 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40
SUBAREA AREA(ACRES) = 11.60 SUBAREA RUNOFF(CFS) = 32.50
EFFECTIVE AREA(ACRES) = 34.90 AREA -AVERAGED Fm(INCH/HR) = 0.17
AREA -AVERAGED Fp(INCH/HR) = 0.28 AREA -AVERAGED Ap = 0.61
TOTAL AREA(ACRES) = 34.90 PEAK FLOW RATE(CFS) 98.18
FLOW PROCESS FROM NODE 15.00 TO NODE 11.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
- --
ELEVATION DATA: DATA: UPSTREAM(FEET) = 1047.00 DOWNSTREAM(FEET) = 1000.00
FLOW LENGTH(FEET) = 1200.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 19.06
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 98.18
PIPE TRAVEL TIME(MIN.) = 1.05 Tc(MIN.) = 13.79
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.00 = 3730.00 FEET.
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81
----------------------------------------------------------------------------
>> >>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 13.79
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.141
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK B 11.70 0.45 0.85 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 11.70 SUBAREA RUNOFF(CFS) = 29.03
EFFECTIVE AREA(ACRES) = 46.60 AREA -AVERAGED Fm(INCH/HR) = 0.22
AREA -AVERAGED Fp(INCH/HR) = 0.33 AREA -AVERAGED Ap = 0.67
TOTAL AREA(ACRES) = 46.60 PEAK FLOW RATE(CFS) = 122.42
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.79
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.141
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS$' B 17.10 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 17.10 SUBAREA RUNOFF(CFS) = 44.15
EFFECTIVE AREA(ACRES) = 63.70 AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.31 AREA -AVERAGED Ap = 0.76
TOTAL AREA(ACRES) = 63.70 PEAK FLOW RATE(CFS) = 166.57
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 1
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 13.79
RAINFALL INTENSITY(INCH/HR) = 3.14
AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.31
AREA -AVERAGED Ap = 0.76
EFFECTIVE STREAM AREA(ACRES) = 63.70
TOTAL STREAM AREA(ACRES) = 63.70
PEAK FLOW RATE(CFS) AT CONFLUENCE = 166.57
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 722.09 19.12 2.582 0.31( 0.24) 0.75 341.9 7.00
1 740.22 21.23 2.425 0.31( 0.24) 0.75 375.7 7.00
1 740.75 21.38 2.414 0.31( 0.24) 0.75 377.8 0.00
2 166.57 13.79 3.141 0.31( 0.24) 0.76 63.7 12.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 811.54 13.79 3.141 0.31( 0.24) 0.75 310.4 12.00
2 856.61 19.12 2.582 0.31( 0.24) 0.75 405.6 7.00
3 865.72 21.23 2.425 0.31( 0.24) 0.75 439.4 7.00
4 865.66 21.38 2.414 0.31( 0.24) 0.75 441.5 0.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 865.72 Tc(MIN.) = 21.23
EFFECTIVE AREA(ACRES) = 439.44 AREA -AVERAGED Fm(INCH/HR) = 0.24
AREA -AVERAGED Fp(INCH/HR) = 0.31 AREA -AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 441.50
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 11.00 = 8490.00 FEET.
FLOW PROCESS FROM NODE 11.00 TO NODE 16.00 IS CODE = 52
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1000.00 DOWNSTREAM(FEET) = 984.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 1050.00 CHANNEL SLOPE = 0.0152
CHANNEL FLOW THRU SUBAREA(CFS) = 865.72
FLOW VELOCITY(FEET/SEC) = 11.54 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.52 Tc(MIN.) = 22.75
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 16.00 = 9540.00 FEET.
FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-------------------------
MAINLINE Tc(MIN) = 22.75
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.326
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL POOR COVER
"GRASS" B 7.60 0.14 1.00 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.14
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 7.60 SUBAREA RUNOFF(CFS) = 14.95
EFFECTIVE AREA(ACRES) = 447.04 AREA -AVERAGED Fm(INCH/HR) = 0.23
AREA -AVERAGED Fp(INCH/HR) = 0.31 AREA -AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 449.10 PEAK FLOW RATE(CFS) = 865.72
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
END OF STUDY SUMMARY: ----------
TOTAL AREA(ACRES) = 449.10 TC(MIN.) 22.75
EFFECTIVE AREA(ACRES) = 447.04 AREA -AVERAGED Fm(INCH/HR)= 0.23
AREA -AVERAGED Fp(INCH/HR) = 0.31 AREA -AVERAGED Ap = 0.75
PEAK FLOW RATE(CFS) = 865.72
** PEAK
FLOW RATE TABLE **
STREAM
Q
Tc
Intensity
Fp(Fm)
Ap
Ae
HEADWATER
NUMBER
(CFS)
(MIN.)
(INCH/HR)
(INCH/HR)
(ACRES)
NODE
1
811.54
15.34
2.947
0.31( 0.23)
0.76
318.0
12.00
2
856.61
20.64
2.466
0.31( 0.23)
0.75
413.2
7.00
3
865.72
22.75
2.326
0.31( 0.23)
0.75
447.0
7.00
4
865.66
22.90
2.317
0.31( 0.23)
0.75
449.1
0.00
END OF RATIONAL
METHOD
ANALYSIS
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2004, Version 7.0
Study date 10/24/06
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
-------------------------------------------- ---------------------- - - - - - -
San Bernardino County Synthetic Unit Hydrology Method
Manual date - August 1986
Program License Serial Number 5028
---------------------------------------------------------------------
valley trails
unit hydrograph for 100 year storm
developed condition AMC III
Storm Event Year = 100
Antecedent Moisture Condition = 3
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
Area averaged rainfall intensity isohyetal data:
Sub -Area Duration Isohyetal
(Ac.) (hours) (In)
Rainfall data for year 100
469.20 1 1.30
--------------------------------------------------------------------
Rainfall data for year 100
469.20 6 3.40
--------------------------------------------------------------------
Rainfall data for year 100
469.20 24 7.50
--------------------------------------------------------------------
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++t++++
******** Area -averaged max loss rate, Fm ********
SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm
No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In/Hr) (dec.) (In/Hr)
78.0 92.8 255.20 0.544 0.140 1.000 0.140
a
56.0 75.8 5.20
0.011
0.440
0.100
0.044
56.0 75.8 70.90
0.151
0.440
0.200
0.088
56.0 75.8 31.00
0.066
0.440
0.500
0.220
56.0 75.8 42.70
0.091
0.440
0.600
0.264
56.0 75.8 22.30
0.048
0.440
0.850
0.374
56.0 75.8 22.30
0.048
0.440
0.850
0.374
56.0 75.8 19.60
0.042
0.440
0.400
0.176
Area -averaged adjusted loss rate Fm (In/Hr) =
0.171
********* Area -Averaged low loss rate fraction, Yb **********
Area Area SCS CN
SCS CN
S
Pervious
(Ac.) Fract (AMC2)
(AMC3)
Yield Fr
255.20 0.544 78.0
92.8
0.78
0.886
0.52 0.001 56.0
75.8
3.19
0.624
4.68 0.010 98.0
98.0
0.20
0.968
14.18 0.030 56.0
75.8
3.19
0.624
56.72 0.121 98.0
98.0
0.20
0.968
15.50 0.033 56.0
75.8
3.19
0.624
15.50 0.033 98.0
98.0
0.20
0.968
25.62 0.055 56.0
75.8
3.19
0.624
17.08 0.036 98.0
98.0
0.20
0.968
18.96 0.040 56.0
75.8
3.19
0.624
3.35 0.007 98.0
98.0
0.20
0.968
18.96 0.040 56.0
75.8
3.19
0.624
3.35 0.007 98.0
98.0
0.20
0.968
7.84 0.017 56.0
75.6
3.19
0.624
11.76 0.025 98.0
98.0
0.20
0.968
Area -averaged catchment yield fraction,
Y 0.849
Area -averaged low loss fraction, Yb
= 0.151
Direct entry of lag time by user
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Watershed area = 469-20(Ac.)
Catchment Lag time = 0.301 hours
Unit interval = 5.000 minutes
Unit interval percentage of lag time
= 27.7223
Hydrograph baseflow = 0.00(CFS)
Average maximum watershed loss rate(Fm) = 0.171(In/Hr)
Average low loss rate fraction (Yb)
= 0.151 (decimal)
-
VALLEY DEVELOPED S -Graph proportion
= 0.440
VALLEY UNDEVELOPED S -Graph proportion = 0.000
FOOTHILL S -Graph proportion = 0.560
MOUNTAIN S -Graph proportion = 0.000
DESERT S -Graph proportion = 0.000
Computed peak 5 -minute rainfall = 0.481(In)
Computed peak 30 -minute rainfall = 0.985(In)
Specified peak 1 -hour rainfall = 1.300(In)
computed peak 3 -hour rainfall = 2.344(In)
Specified peak 6 -hour rainfall = 3.400(In)
Specified peak 24-hour rainfall = 7.500(In)
Rainfall depth area reduction factors:
Using a total area of 469.20(Ac.) (Ref: fig. E-4)
5 -minute factor
= 0.978
Adjusted
rainfall =
0.471(In)
30 -minute factor = 0.978
Adjusted
rainfall =
0.964(In)
1 -hour factor =
0.978
Adjusted
rainfall =
1.271(In)
3 -hour factor =
0.997
Adjusted
rainfall =
2.337(In)
6 -hour factor =
0.999
Adjusted
rainfall =
3.395(In)
24-hour factor =
---------------------------------------------------------------------
0.999
Adjusted
rainfall =
7.496(In)
U n i t H y d r o g r a p h
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Interval 'S' Graph Unit Hydrograph
Number Mean values ((CFS))
(K = 5674.39 (CFS))
1
1.861
105.619
2
8.625
383.776
3
21.825
749.022
4
45.298
1331.989
5
66.238
1188.223
6
77.256
625.151
7
84.225
395.495
8
88.848
262.280
9
91.904
173.411
10
93.915
114.154
11
95.478
88.674
12
96.765
73.053
13
97.770
57.000
14
98.394
35.432
15
98.814
23.834
16
99.024
11.867
17
99.201
10.052
18
99.357
8.857
19
99.483
7.172
20
99.577
5.310
21
99.690
6.426
22
99.810
6.823
23
99.885
4.253
24
99.943
3.254
25
99.977
1.938
26
100.000
1.322
---------------------------------------------------------------------
Peak Unit
Adjusted mass
rainfall Unit rainfall
Number
(In)
(In)
1
0.4706
0.4706
2
0.6209
0.1503
3
0.7302
0.1093
4
0.8193
0.0891
5
0.8958
0.0765
6
0.9635
0.0678
7
1.0248
0.0613
8
1.0811
0.0562
9
1.1332
0.0522
10
1.1820
0.0488
11
1.2279
0.0459
12
1.2714
0.0435
13
1.3291
0.0577
14
1.3848
0.0557
15
1.4388
0.0540
16
1.4912
0.0524
17
1.5422
0.0510
18
1.5918
0.0496
19
1.6402
0.0484
20
1.6875
0.0473
21
1.7338
0.0463
22
1.7791
0.0453
23
1.8235
0.0444
24
1.8670
0.0435
25
1.9097
0.0427
26
1.9517
0.0420
27
1.9929
0.0413
28
2.0335
0.0406
29
2.0734
0.0399
30
2.1128
0.0393
31
2.1515
0.0388
32
2.1897
0.0382
33
2.2274
0.0377
34
2.2646
0.0372
35
2.3012
0.0367
36
2.3375
0.0362
37
2.3722
0.0347
38
2.4065
0.0343
39
2.4404
0.0339
40
2.4739
0.0335
41
2.5070
0.0331
42
2.5398
0.0327
43
2.5721
0.0324
44
2.6042
0.0320
45
2.6359
0.0317
46
2.6673
0.0314
47
2.6983
0.0311
48
2.7291
0.0308
49
2.7596
0.0305
50
2.7898
0.0302
51
2.8197
0.0299
52
2.8493
0.0296
53
2.8787
0.0294
54
2.9078
0.0291
55
2.9367
0.0289
56
2.9653
0.0286
57
2.9937
0.0284
58
3.0219
0.0282
59
3.0498
0.0279
60
3.0775
0.0277
61
3.1051
0.0275
62
3.1324
0.0273
63
3.1595
0.0271
64
3.1864
0.0269
65
3.2131
0.0267
66
3.2396
0.0265
67
3.2660
0.0263
68
3.2921
0.0262
69
3.3181
0.0260
70
3.3439
0.0258
71
3.3695
0.0256
72
3.3950
0.0255
73
3.4219
0.0269
74
3.4486
0.0267
75
3.4751
0.0265
76
3.5015
0.0264
77
3.5278
0.0262
78
3.5539
0.0261
79
3.5798
0.0260
80
3.6056
0.0258
81
3.6313
0.0257
82
3.6569
0.0255
83
3.6823
0.0254
84
3.7076
0.0253
85
3.7327
0.0252
86
3.7577
0.0250
87
3.7826
0.0249
88
3.8074
0.0248
89
3.8321
0.0247
90
3.8566
0.0245
91
3.8811
0.0244
92
3.9054
0.0243
93
3.9296
0.0242
94
3.9536
0.0241
95
3.9776
0.0240
96
4.0015
0.0239
97
4.0252
0.0238
98
4.0489
0.0237
99
4.0725
0.0236
100
4.0959
0.0235
101
4.1193
0.0234
102
4.1425
0.0233
103
4.1657
0.0232
104
4.1887
0.0231
105
4.2117
0.0230
106
4.2345
0.0229
107
4.2573
0.0228
108
4.2800
0.0227
109
4.3026
0.0226
110
4.3251
0.0225
111
4.3475
0.0224
112
4.3699
0.0223
113
4.3921
0.0222
114
4.4143
0.0222
115
4.4364
0.0221
116
4.4584
0.0220
117
4.4803
0.0219
118
4.5021
0.0218
119
4.5239
0.0218
120
4.5456
0.0217
121
4.5672
0.0216
122
4.5887
0.0215
123
4.6101
0.0215
124
4.6315
0.0214
125
4.6528
0.0213
126
4.6740
0.0212
127
4.6952
0.0212
128
4.7163
0.0211
129
4.7373
0.0210
130
4.7582
0.0209
131
4.7791
0.0209
132
4.7999
0.0208
133
4.8207
0.0207
134
4.8413
0.0207
135
4.8620
0.0206
136
4.8825
0.0205
137
4.9030
0.02Q5
138
4.9234
0.0204
139
4.9437
0.0204
140
4.9640
0.0203
141
4.9843
0.0202
142
5.0044
0.0202
143
5.0245
0.0201
144
5.0446
0.0200
145
5.0646
0.0200
146
5.0845
0.0199
147
5.1043
0.0199
148
5.1242
0.0198
149
5.1439
0.0198
150
5.1636
0.0197
151
5.1832
0.0196
152
5.2028
0.0196
153
5.2224
0.0195
154
5.2418
0.0195
155
5.2612
0.0194
156
5.2806
0.0194
157
5.2999
0.0193
158
5.3192
0.0193
159
5.3384
0.0192
160
5.3575
0.0192
161
5.3767
0.0191
162
5.3957
0.0191
163
5.4147
0.0190
164
5.4337
0.0190
165
5.4526
0.0189
166
5.4714
0.0189
167
5.4902
0.0188
168
5.5090
0.0188
169
5.5277
0.0187
170
5.5464
0.0187
171
5.5650
0.0186
172
5.5835
0.0186
173
5.6021
0.0185
174
5.6205
0.0185
175
5.6390
0.0184
176
5.6574
0.0184
177
5.6757
0.0183
178
5.6940
0.0183
179
5.7123
0.0183
160
5.7305
0.0182
181
5.7486
0.0182
182
5.7668
0.0181
183
5.7848
0.0181
184
5.8029
0.0180
185
5.8209
0.0180
186
5.8388
0.0180
187
5.8567
0.0179
188
5.8746
0.0179
189
5.8924
0.0178
190
5.9102
0.0178
191
5.9280
0.0178
192
5.9457
0.0177
193
5.9634
0.0177
194
5.9810
0.0176
195
5.9986
0.0176
196
6.0162
0.0176
197
6.0337
0.0175
198
6.0512
0.0175
199
6.0686
0.0174
200
6.0860
0.0174
201
6.1034
0.0174
202
6.1207
0.0173
203
6.1380
0.0173
204
6.1552
0.0173
205
6.1725
0.0172
206
6.1896
0.0172
207
6.2068
0.0171
208
6.2239
0.0171
209
6.2410
0.0171
210
6.2580
0.0170
211
6.2750
0.0170
212
6.2920
0.0170
213
6.3090
0.0169
214
6.3259
0.0169
215
6.3427
0.0169
216
6.3596
0.0168
217
6.3764
0.0168
218
6.3931
0.0168
219
6.4099
0.0167
220
6.4266
0.0167
221
6.4433
0.0167
222
6.4599
0.0166
223
6.4765
0.0166
224
6.4931
0.0166
225
6.5096
0.0165
226
6.5261
0.0165
227
6.5426
0.0165
228
6.5591
0.0165
229
6.5755
0.0164
230
6.5919
0.0164
231
6.6082
0.0164
232
6.6246
0.0163
233
6.6409
0.0163
234
6.6571
0.0163
235
6.6734
0.0162
236
6.6896
0.0162
237
6.7058
0.0162
238
6.7219
0.0162
239
6.7380
0.0161
240
6.7541
0.0161
241
6.7702
0.0161
242
6.7862
0.0160
243
6.8022
0.0160
244
6.8182
0.0160
245
6.8342
0.0160
246
6.8501
0.0159
247
6.8660
0.0159
248
6.8818
0.0159
249
6.8977
0.0158
250
6.9135
0.0158
251
6.9293
0.0158
252
6.9450
0.0158
253
6.9608
0.0157
254
6.9765
0.0157
255
6.9922
0.0157
256
7.0078
0.0157
257
7.0234
0.0156
258
7.0390
0.0156
259
7.0546
0.0156
260
7.0702
0.0155
261
7.0857
0.0155
262
7.1012
0.0155
263
7.1167
0.0155
264
7.1321
0.0154
265
7.1475
0.0154
266
7.1629
0.0154
267
7.1783
0.0154
268
7.1936
0.0153
269
7.2090
0.0153
270
7.2243
0.0153
271
7.2395
0.0153
272
7.2548
0.0153
273
7.2700
0.0152
274
7.2852
0.0152
275
7.3004
0.0152
276
7.3155
0.0152
277
7.3307
0.0151
278
7.3458
0.0151
279
7.3609
0.0151
280
7.3759
0.0151
281
7.3910
0.0150
282
7.4060
0.0150
283
7.4210
0.0150
284
7.4359
0.0150
285
7.4509
0.0149
286
7.4658
0.0149
287
7.4807
0.0149
288
7.4956
0.0149
---------------------------------------------------------------------
Unit
Unit
Unit Effective
Period
Rainfall
Soil -Loss
Rainfall
(number)
---------------------------------------------------------------------
(In)
(In)
(In)
1
0.0149
0.0022
0.0126
2
0.0149
0.0023
0.0127
3
0.0149
0.0023
0.0127
4
0.0150
0.0023
0.0127
5
0.0150
0.0023
0.0127
6
0.0150
0.0023
0.0128
7
0.0151
0.0023
0.0128
8
0.0151
0.0023
0.0128
9
0.0152
0.0023
0.0129
10
0.0152
0.0023
0.0129
11
0.0152
0.0023
0.0129
12
0.0153
0.0023
0.0129
13
0.0153
0.0023
0.0130
14
0.0153
0.0023
0.0130
15
0.0154
0.0023
0.0130
16
0.0154
0.0023
0.0131
17
0.0154
0.0023
0.0131
18
0.0155
0.0023
0.0131
19
0.0155
0.0023
0.0132
20
0.0155
0.0023
0.0132
21
0.0156
0.0024
0.0132
22
0.0156
0.0024
0.0133
23
0.0157
0.0024
0.0133
24
0.0157
0.0024
0.0133
25
0.0158
0.0024
0.0134
26
0.0158
0.0024
0.0134
27
0.0158
0.0024
0.0134
28
0.0159
0.0024
0.0135
29
0.0159
0.0024
0.0135
30
0.0160
0.0024
0.0135
31
0.0160
0.0024
0.0136
32
0.0160
0.0024
0.0136
33
0.0161
0.0024
0.0137
34
0.0161
0.0024
0.0137
35
0.0162
0.0024
0.0137
36
0.0162
0.0024
0.0138
37
0.0163
0.0025
0.0138
38
0.0163
0.0025
0.0138
39
0.0164
0.0025
0.0139
40
0.0164
0.0025
0.0139
41
0.0165
0.0025
0.0140
42
0.0165
0.0025
0.0140
43
0.0165
0.0025
0.0140
44
0.0166
0.0025
0.0141
45
0.0166
0.0025
0.0141
46
0.0167
0.0025
0.0142
47
0.0167
0.0025
0.0142
48
0.0168
0.0025
0.0142
49
0.0168
0.0025
0.0143
50
0.0169
0.0025
0.0143
51
0.0169
0.0026
0.0144
52
0.0170
0.0026
0.0144
53
0.0170
0.0026
0.0145
54
0.0171
0.0026
0.0145
55
0.0171
0.0026
0.0146
56
0.0172
0.0026
0.0146
57
0.0173
0.0026
0.0146
56
0.0173
0.0026
0.0147
59
0.0174
0.0026
0.0147
60
0.0174
0.0026
0.0148
61
0.0175
0.0026
0.0148
62
0.0175
0.0026
0.0149
63
0.0176
0.0027
0.0149
64
0.0176
0.0027
0.0150
65
0.0177
0.0027
0.0150
66
0.0178
0.0027
0.0151
67
0.0178
0.0027
0.0151
68
0.0179
0.0027
0.0152
69
0.0180
0.0027
0.0152
70
0.0180
0.0027
0.0153
71
0.0181
0.0027
0.0153
72
0.0181
0.0027
0.0154
73
0.0182
0.0028
0.0155
74
0.0183
0.0028
0.0155
75
0.0183
0.0028
0.0156
76
0.0184
0.0028
0.0156
77
0.0185
0.0028
0.0157
78
0.0185
0.0028
0.0157
79
0.0186
0.0028
0.0158
80
0.0187
0.0028
0.0158
81
0.0188
0.0028
0.0159
82
0.0188
0.0028
0.0160
83
0.0189
0.0029
0.0160
84
0.0190
0.0029
0.0161
85
0.0191
0.0029
0.0162
86
0.0191
0.0029
0.0162
87
0.0192
0.0029
0.0163
88
0.0193
0.0029
0.0163
89
0.0194
0.0029
0.0164
90
0.0194
0.0029
0.0165
91
0.0195
0.0030
0.0166
92
0.0196
0.0030
0.0166
93
0.0197
0.0030
0.0167
94
0.0198
0.0030
0.0168
95
0.0199
0.0030
0.0169
96
0.0199
0.0030
0.0169
97
0.0200
0.0030
0.0170
98
0.0201
0.0030
0.0171
99
0.0202
0.0031
0.0172
100
0.0203
0.0031
0.0172
101
0.0204
0.0031
0.0173
102
0.0205
0.0031
0.0174
103
0.0206
0.0031
0.0175
104
0.0207
0.0031
0.0176
105
0.0208
0.0031
0.0177
106
0.0209
0.0032
0.0177
107
0.0210
0.0032
0.0178
108
0.0211
0.0032
0.0179
109
0.0212
0.0032
0.0180
110
0.0213
0.0032
0.0181
111
0.0215
0.0032
0.0182
112
0.0215
0.0033
0.0183
113
0.0217
0.0033
0.0184
114
0.0218
0.0033
0.0185
115
0.0219
0.0033
0.0186
116
0.0220
0.0033
0.0187
117
0.0222
0.0033
0.0188
118
0.0222
0.0034
0.0189
119
0.0224
0.0034
0.0190
120
0.0225
0.0034
0.0191
121
0.0227
0.0034
0.0193
122
0.0228
0.0034
0.0193
123
0.0230
0.0035
0.0195
124
0.0231
0.0035
0.0196
125
0.0233
0.0035
0.0197
126
0.0234
0.0035
0.0198
127
0.0236
0.0036
0.0200
128
0.0237
0.0036
0.0201
129
0.0239
0.0036
0.0203
130
0.0240
0.0036
0.0204
131
0.0242
0.0037
0.0205
132
0.0243
0.0037
0.0206
133
0.0245
0.0037
0.0208
134
0.0247
0.0037
0.0209
135
0.0249
0.0038
0.0211
136
0.0250
0.0038
0.0212
137
0.0253
0.0038
0.0215
138
0.0254
0.0038
0.0216
139
0.0257
0.0039
0.0218
140
0.0258
0.0039
0.0219
141
0.0261
0.0039
0.0222
142
0.0262
0.0040
0.0223
143
0.0265
0.0040
0.0225
144
0.0267
0.0040
0.0227
145
0.0255
0.0038
0.0216
146
0.0256
0.0039
0.0218
147
0.0260
0.0039
0.0221
148
0.0262
0.0040
0.0222
149
0.0265
0.0040
0.0225
150
0.0267
0.0040
0.0227
151
0.0271
0.0041
0.0230
152
0.0273
0.0041
0.0232
153
0.0277
0.0042
0.0235
154
0.0279
0.0042
0.0237
155
0.0284
0.0043
0.0241
156
0.0286
0.0043
0.0243
157
0.0291
0.0044
0.0247
158
0.0294
0.0044
0.0249
159
0.0299
0.0045
0.0254
160
0.0302
0.0046
0.0256
161
0.0308
0.0046
0.0261
162
0.0311
0.0047
0.0264
163
0.0317
0.0048
0.0269
164
0.0320
0.0048
0.0272
165
0.0327
0.0049
0.0278
166
0.0331
0.0050
0.0281
167
0.0339
0.0051
0.0288
168
0.0343
0.0052
0.0291
169
0.0362
0.0055
0.0307
170
0.0367
0.0055
0.0311
171
0.0377
0.0057
0.0320
172
0.0382
0.0058
0.0324
173
0.0393
0.0059
0.0334
174
0.0399
0.0060
0.0339
175
0.0413
0.0062
0.0350
176
0.0420
0.0063
0.0356
177
0.0435
0.0066
0.0369
178
0.0444
0.0067
0.0377
179
0.0463
0.0070
0.0393
180
0.0473
0.0071
0.0402
181
0.0496
0.0075
0.0421
182
0.0510
0.0077
0.0433
183
0.0540
0.0082
0.0458
184
0.0557
0.0084
0.0473
185
0.0435
0.0066
0.0369
186
0.0459
0.0069
0.0390
187
0.0522
0.0079
0.0443
188
0.0562
0.0085
0.0477
189
0.0678
0.0102
0.0575
190
0.0765
0.0116
0.0649
191
0.1093
0.0143
0.0950
192
0.1503
0.0143
0.1361
193
0.4706
0.0143
0.4563
194
0.0891
0.0135
0.0756
195
0.0613
0.0093
0.0520
196
0.0488
0.0074
0.0414
197
0.0577
0.0087
0.0490
198
0.0524
0.0079
0.0445
199
0.0484
0.0073
0.0411
200
0.0453
0.0068
0.0384
201
0.0427
0.0065
0.0363
202
0.0406
0.0061
0.0344
203
0.0388
0.0059
0.0329
204
0.0372
0.0056
0.0315
205
0.0347
0.0052
0.0295
206
0.0335
0.0051
0.0284
207
0.0324
0.0049
0.0275
208
0.0314
0.0047
0.0266
209
0.0305
0.0046
0.0259
210
0.0296
0.0045
0.0252
211
0.0289
0.0044
0.0245
212
0.0282
0.0043
0.0239
213
0.0275
0.0042
0.0234
214
0.0269
0.0041
0.0228
215
0.0263
0.0040
0.0224
216
0.0258
0.0039
0.0219
217
0.0269
0.0041
0.0228
218
0.0264
0.0040
0.0224
219
0.0260
0.0039
0.0220
220
0.0255
0.0039
0.0217
221
0.0252
0.0038
0.0214
222
0.0248
0.0037
0.0210
223
0.0244
0.0037
0.0207
224
0.0241
0.0036
0.0204
225
0.0238
0.0036
0.0202
226
0.0235
0.0035
0.0199
227
0.0232
0.0035
0.0197
228
0.0229
0.0035
0.0194
229
0.0226
0.0034
0.0192
230
0.0223
0.0034
0.0190
231
0.0221
0.0033
0.0187
232
0.0218
0.0033
0.0185
233
0.0216
0.0033
0.0183
234
0.0214
0.0032
0.0181
235
0.0212
0.0032
0.0180
236
0.0209
0.0032
0.0178
237
0.0207
0.0031
0.0176
238
0.0205
0.0031
0.0174
239
0.0204
0.0031
0.0173
240
0.0202
0.0030
0.0171
241
0.0200
0.0030
0.0170
242
0.0198
0.0030
0.0168
243
0.0196
0.0030
0.0167
244
0.0195
0.0029
0.0165
245
0.0193
0.0029
0.0164
246
0.0192
0.0029
0.0163
247
0.0190
0.0029
0.0161
248
0.0189
0.0028
0.0160
249
0.0187
0.0028
0.0159
250
0.0186
0.0028
0.0158
251
0.0184
0.0028
0.0156
252
0.0183
0.0028
0.0155
253
0.0182
0.0027
0.0154
254
0.0180
0.0027
0.0153
255
0.0179
0.0027
0.0152
256
0.0178
0.0027
0.0151
257
0.0177
0.0027
0.0150
258
0.0176
0.0027
0.0149
259
0.0174
0.0026
0.0148
260
0.0173
0.0026
0.0147
261
0.0172
0.0026
0.0146
262
0.0171
0.0026
0.0145
263
0.0170
0.0026
0.0144
264
0.0169
0.0026
0.0144
265
0.0168
0.0025
0.0143
266
0.0167
0.0025
0.0142
267
0.0166
0.0025
0.0141
268
0.0165
0.0025
0.0140
269
0.0164
0.0025
0.0139
270
0.0163
0.0025
0.0139
271
0.0162
0.0025
0.0138
272
0.0162
0.0024
0.0137
273
0.0161
0.0024
0.0136
274
0.0160
0.0024
0.0136
275
0.0159
0.0024
0.0135
276
0.0158
0.0024
0.0134
277
0.0157
0.0024
0.0134
278
0.0157
0.0024
0.0133
279
0.0156
0.0024
0.0132
280
0.0155
0.0023
0.0132
281
0.0154
0.0023
0.0131
282
0.0153
0.0023
0.0130
283
0.0153
0.0023
0.0130
284
0.0152
0.0023
0.0129
285
0.0151
0.0023
0.0128
286
0.0151
0.0023
0.0128
287
0.0150
0.0023
0.0127
288
0.0149
0.0023
0.0127
--------------------------------------------------------------------
Total soil rain loss = 1.07(In)
Total effective rainfall = 6.43(In)
Peak flow rate in flood hydrograph = 977.96(CFS)
---------------------------------------------------------------------
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
Hydrograph in 5 Minute intervals ((CFS))
--------------------------------------------------------------------
Time(h+m)
-----------------------------------------------------------------------
Volume Ac.Ft
Q(CFS) 0 250.0 500.0 750.0 1000.0
0+ 5
0.0092
1.33
Q
0+10
0.0518
6.18
Q
0+15
0.1596
15.66
Q
0+20
0.3835
32.51
VQ I I
0+25
0.7113
47.59
VQ
0+30
1.0941
55.59
V Q
0+35
1.5122
60.71
V Q I I I
0+40
1.9540
64.16
V Q
0+45
2.4120
66.49
V Q
0+50
2.8809
68.09
V Q
0+55
3.3586
69.36
V Q
1+ 0
3.8438
70.45
V Q
1+ 5
4.3350
71.33
V Q + I
1+10
4.8305
71.94
V Q
1+15
5.3292
72.41
V Q
1+20
5.8302
72.74
V Q I 1
1+25
6.3332
73.04
IVQ I
1+30
6.8382
73.32
IVQ
1+35
7.3450
73.59
IVQ I I I I
1+40
7.8535
73.83
IVQ I I I
1+45
8.3638
74.09
IVQ I I I I
1+50
8.8759
74.36
IVQ I I I I
1+55
9.3897
74.60
IVQ I I I I
2+ 0
9.9050
74.82
IVQ I I
2+ 5
10.4217
75.03
IV Q I I I I
2+10
10.9399
75.24
IV Q I I I
2+15
11.4594
75.43
IV Q I I I I
2+20
11.9802
75.62
IV Q
2+25
12.5023
75.81
IV Q I I I I
2+30
13.0258
76.01
I VQ I I I
2+35
13'.5506
76.20
I VQ ( I I I
2+40
14.0767
76.40
I VQ I I I I
2+45
14.6043
76.60
( VQ I I I
2+50
15.1332
76.80
I VQ I I I I
2+55
15.6635
77.00
I VQ I I I
3+ 0
16.1952
77.21
I VQ I
3+ 5
16.7284
77.41
VQ
3+10
17.2629
77.62
VQ
3+15
17.7990
77.83
VQ
3+20
18.3364
78.04
VQ
3+25
18.8754
78.26
Q
3+30
19.4158
78.47
Q
3+35
19.9578
78.69
Q
3+40
20.5012
78.91
Q
3+45
21.0462
79.13
Q
3+50
21.5928
79.36
Q
3+55
22.1408
79.58
Q
4+ 0
22.6905
79.81
Q
4+ 5
23.2418
80.04
I Q
4+10
23.7946
80.27
I Q
4+15
24.3491
80.51
Q
4+20
24.9052
80.75
I Q
4+25
25.4629
80.99
QV
4+30
26.0224
81.23
QV
4+35
26.5835
81.47
QV
4+40
27.1463
81.72
QV
4+45
27.7108
81.97
I QV
4+50
28.2771
82.22
QV
4+55
28.8451
82.48
QV
5+ 0
29.4149
82.73
I QV
5+ 5
29.9864
82.99
QV
5+10
30.5598
83.26
QV
5+15
31.1351
83.52
QV
5+20
31.7121
83.79
Q V
5+25
32.2911
84.06
Q V
5+30
32.8719
84.34
Q V
5+35
33.4546
84.61
Q V
5+40
34.0393
84.89
( Q V
5+45
34.6259
85.18
Q V
5+50
35.2145
85.46
Q V
5+55
3S.8051
85.75
Q V
6+ 0
36.3977
86.05
Q V
6+ 5
36.9923
86.34
Q V
6+10
37.5890
86.64
Q V
6+15
38.1878
86.95
Q V
6+20
38.7888
87.25
Q V
6+25
39.3918
87.56
Q V
6+30
39.9970
87.88
Q V
6+35
40.6045
88.20
Q V
6+40
41.2141
88.52
Q V
6+45
41.8260
88.84
Q V
6+50
42.4401
89.18 I
Q V
6+55
43.0566
89.51
Q V
7+ 0
43.6754
89.85
Q V
7+ 5
44.2965
90.19
Q V
7+10
44.9200
90.54
Q V
7+15
45.5460
90.89
Q V
7+20
46.1744
91.25 I
Q V
7+25
46.8053
91.61
Q V
7+30
47.4387
91.97 I
Q V
7+35
48.0747
92.34
Q V
7+40
48.7132
92.72
Q V
7+45
49.3544
93.10
Q V
7+50
49.9983
93.49
Q
V
7+55
50.6448
93.88
I Q
V
8+ 0
51.2941
94.27
I Q
V
8+ 5
51.9461
94.68
I Q
V
8+10
52.6009
95.09
I Q
V I
8+15
53.2586
95.50
I Q
V
8+20
53.9192
95.92
I Q
V
8+25
54.5828
96.35
I Q
V
8+30
55.2493
96.78
I Q
V
8+35
55.9189
97.22
Q
V
8+40
56.5915
97.67.
I Q
VI
8+45
57.2672
98.12
I Q
VI
8+50
57.9462
98.58
I Q
VI
8+55
58.6283
99.05
I Q
VI
9+ 0
59.3137
99.52
I Q
VI
9+ 5
60.0024
100.00
I Q
VI
9+10
60.6946
100.50
1 Q
VI
9+15
61.3901
100.99 I
Q
VI
9+20
62.0892
101.50 I
Q
VI
9+25
62.7917
102.02 (
Q
VI
9+30
63.4980
102.54 I
Q
V
9+35
64.2079
103.07 I
Q
V
9+40
64.9215
103.62 I
Q
V
9+45
65.6389
104.17 I
Q
V
9+50
66.3602
104.74 I
Q
V
9+55
67.0855
105.31 I
Q
V
10+ 0
67.8148
105.89 I
Q
V
10+ 5
68.5482
106.49 I
Q
V
10+10
69.2857
107.09 I
Q
IV
10+15
70.0275
107.71 I
Q
IV
10+20
70.7737
108.34 I
Q
IV
10+25
71.5242
108.98 I
Q
IV
10+30
72.2793
109.64 I
Q
IV
10+35
73.0390
110.30 I
Q
IV
10+40
73.8033
110.99 I
Q
IV
10+45
74.5725
111.68 I
Q
IV
10+50
75.3466
112.40 I
Q
IV
10+55
76.1256
113.12 I
Q
I V
11+ 0
76.9098
113.86 I
Q
I V,
11+ 5
77.6992
114.62 I
Q
I V
11+10
78.4940
115.40 I
Q
I V
11+15
79.2942
116.19 I
Q
I V
11+20
80.1000
117.01 I
Q
I V
11+25
80.9116
117.84 I
Q
I V
11+30
81.7290
118.69 I
Q
I V
11+35
82.5524
119.56 I
Q
I V
11+40
83.3820
120.46 I
Q
I V
11+45
84.2179
121.37 I
Q
I V
11+50
85.0603
122.32 I
Q
I V
11+55
85.9093
123.28 I
Q
I V
12+ 0
86.7652
124.27 I
Q
I V
12+ 5
87.6272
125.15 I
Q
I V
12+10
88.4928
125.70 I
Q
( V
12+15
89.3592
125.79 I
Q
I V
12+20
90.2211
125.16 I
Q
I V
12+25
91.0802
124.74 I
Q
I V
12+30
91.9419
125.11 I
Q
I V
12+35
92.8084
125.82 I
Q (
V
12+40
93.6814
126.75 (
Q
V
12+45
94.5617
127.83 (
Q I
V
12+50
95.4504
129.04
Q
V
12+55
96.3480
130.32 (
Q I
V
13+ 0
97.2549
131.69
Q (
V
13+ 5
98.1717
133.12 I
Q (
V
13+10
99.0990
134.64 (
Q
V
13+15
100.0372
136.23 (
Q (
V
13+20
100.9870
137.91 (
Q (
V
13+25
101.9488
139.65 (
Q
V
13+30
102.9232
141.48 (
Q
V
13+35
103.9106
143.37
Q (
V
13+40
104.9117
145.37 (
Q I
V
13+45
105.9271
147.44 (
Q (
V
13+50
106.9576
149.62
Q (
V
13+55
108.0037
151.90 (
Q I
V
14+ 0
109.0665
154.31 (
Q (
V
1.4+ 5
110.1472
156.92
Q (
V
14+10
111.2487
159.94 (
Q
V
14+15
112.3741
163.40 (
Q (
V
14+20
113.5280
167.56
Q
V
14+25
114.7108
171.74 (
Q
V
14+30
115.9205
175.65 I
Q I
V
14+35
117.1572
179.56 I
Q(
V I
( I
14+40
118.4218
183.63 (
Q
V
14+45
119.7157
187.87 (
Q (
VI
14+50
121.0409
192.41
Q (
VI
I
14+55
122.3994
197.25 (
Q I
VI
I
15+ 0
123.7943
202.54 (
Q I
V(
I
15+ 5
125.2284
208.24 I
Q I
VI
I I
15+10
126.7061
214.55 (
Q (
V
I
15+15
128.2312
221.45 I
Q I
V
I
15+20
129.8098
229.21 I
QI
V
I
15+25
131.4378
236.40 I
QI
V
I
15+30
133.0978
241.03 I
QI
IV
I
15+35
134.7645
242.01 I
QI
IV
I
15+40
136.3973
237.07 (
QI
IV
I
15+45
138.0285
236.85 (
QI
IV
I
15+50
139.7434
249.01 I
QI
I V
I
15+55
141.6156
271.84 I
Q
I V
I I
16+ 0
143.7700
312.81 I
I Q
I V
I I
16+ 5
146.5947
410.14 (
I
Q I V
16+10
150.5964
581.05 I
I
I Q
I I
16+15
155.9185
772.77 I
I
I V
Q I
16+20
162.6538
977.96 (
I
( V
I QI
16+25
168.6610
872.25 (
(
( V I Q
16+30
172.8640
610.28 I
(
I Q
V I
16+35
176.1597
478.54 I
(
QI
V I I
16+40
178.9288
402.06 I
I
Q I
V I I
16+45
181.3372
349.71 I
I Q
I
V I
16+50
183.4618
308.49 (
I Q
I
VI I
16+55
185.4038
281.98 (
IQ
I
VI I
17+ 0
187.2000
260.80 I
Q
I
VI I
17+ 5
188.8568
240.57 I
QI
I
V I
17+10
190.3700
219.71 I
Q I
I
V
17+15
191.7742
203.89 (
Q I
I
V
17+20
193.0790
189.46
17+25
194.3198
180.16
17+30
19S.5075
172.45
17+35
196.6473
165.50
17+40
197.7440
159.25
17+45
198.8088
154.60
17+50
199.8421
150.04
17+55
200.8392
144.77
18+ 0
201.8060
140.38
18+ 5
202.7452
136.38
18+10
203.6633
133.31
18+15
204.5639
130.77
18+20
205.4574
129.73
18+25
206.3438
128.71
18+30
207.2194
127.13
18+35
208.0830
125.39
18+40
208.9343
123.61
18+45
209.7734
121.83
18+50
210.6004
120.09
18+55
211.4159
118.40
19+ 0
212.2202
116.79
19+ 5
213.0139
115.24
19+10
213.7972
113.74
19+15
214.5705
112.29
19+20
215.3342
110.89
19+25
216.0886
109.54
19+30
216.8341
108.25
19+35
217.5710
107.00
19+40
218.2997
105.81
19+45
219.0205
104.65
19+50
219.7336
103.54
19+55
220.4393
102.47
20+ 0
221.1379
101.43
20+ 5
221.8295
100.43
20+10
222.5145
99.45
20+15
223.1929
98.51
20+20
223.8651
97.60
20+25
224.5311
96.71
20+30
225.1912
95.85
20+35
225.8456
95.01
20+40
226.4943
94.20
20+45
227.1377
93.41
20+50
227.7758
92.65
20+55
228.4087
91.90
21+ 0
229.0366
91.17
21+ 5
229.6597
90.47
21+10
230.2780
89.78
21+15
230.8916
89.11
21+20
231.5008
88.45
21+25
232.1055
87.81
21+30
232.7060
87.19
21+35
233.3022
86.58
21+40
233.8944
85.98
21+45
234.4825
85.40
21+50
235.0667
84.83
21+55
235.6471
84.27
22+ 0
236.2237
83.73
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
0
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
.Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
V
V
IV
IV
IV
IV
IV
IV
IV
IV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
22+ 5
236.7967
83.19
22+10
237.3660
82.67
[
22+15
237.9319
82.16
[
22+20
238.4943
81.66
[
22+25
239.0533
81.17
[
22+30
239.6090
80.69
[
22+35
240.1614
60.21
[
22+40
240.7107
79.75
[
22+45
241.2568
79.30
22+50
241.7999
78.85
22+55
242.3399
78.42
[
23+ 0
242.8770
77.99
[
23+ 5
243.4112
77.57
[
23+10
243.9425
77.15
[
23+15
244.4711
76.74
23+20
244.9969
76.35
[
23+25
245.5200
75.95
[
23+30
246.0404
75.57
[
23+35
246.5582
75.19
[
23+40
247.0735
74.81
[
23+45
247.5862
74.45
[
23+50
248.0964
74.09
[
23+55
248.6042
73.73
[
24+ 0
249.1095
73.38
[
24+ 5
249.6034
71.70
[
24+10
250.0616
66.53
[
24+15
250.4526
56.78
[
24+20
250.7261
39.72
[Q
24+25
250.8952
24.55
Q
24+30
251.0091
16.55
Q
24+35
251.0882
11.48
Q
24+40
251.1442
8.12
Q
24+45
251.1848
5.90
Q
24+50
251.2153
4.43
Q
24+55
251.2380
3.29
Q
25+ 0
251.2542
2.36
Q
25+ 5
251.2654
1.63
Q
25+10
251.2735
1.17
Q
25+15
251.2795
0.87
Q
25+20
251.2844
0.71
Q
25+25
251.2884
0.58
Q
25+30
251.2916
0.47
Q
25+35
251.2942
0.38
Q
25+40
251.2963
0.31
Q
25+45
251.2979
0.22
Q
25+50
251.2988
0.14
Q
25+55
251.2994
0.08
Q
26+ 0
251.2997
0.04
Q
26+ 5
251.2998
0.02
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
V
v
V
V
V
v
V
V
V
V [
V [
V [
V [
V [
V [
V [
V[
VI
VI
V[
V[
V[
V[
V[
V[
V[
V[
VI
V[
V[
V[
V[
V[
V[
V[
V[
V[
V[
VI
V[
V[
VI
V[
V[
V[
V[
V[
V[
Vj
****************************************************************************
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
****************************************************************************
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 1
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.)
YIELD
1
255.20
100.00
78.
0.416
0.674
2
5.20
10.00
56.
0.748
0.909
3
70.90
20.00
56.
0.748
0.848
4
31.00
50.00
56.
0.746
0.666
5
22.70
60.00
56.
0.748
0.605
6
22.30
85.00
56.
0.748
0.453
7
20.00
60.00
56.
0.748
0.605
8
21.80
40.00
56.
0.748
0.727
TOTAL AREA (Acres) = 449.10
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.375
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.311
t
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
------------------------------
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
****************************************************************************
---------------------------------------------------------------------- - - - - - -
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 1
YB CALCULATION
-----------
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.)
YIELD
1
255.20
100.00
93.(
78.)
0.140
0.895
2
5.20
10.00
76.(
56.)
0.452
0.937
3
70.90
20.00
76.(
56.)
0.452
0.905
4
31.00
50.00
76.(
56.)
0.452
0.807
5
22.70
60.00
76.(
56.)
0.452
0.775
6
22.30
65.00
76.(
56.)
0.452
0.694
7
20.00
60.00
76.(
56.)
0.452
0.775
8
21.80
40.00
76.(
56.)
0.452
0.840
TOTAL AREA (Acres) = 449.10
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.164
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.133
Detention Basin
0
Prepared By:
ALLARD ENGINEERING
CW ring - Land Surveying - land Hanning
8253 Sterna Avenue
F®tana, Cahbmia 92335
(909) 356_1815 Fax (909) 35&-1795
SCALE: 1 "=80'
VALLEY TRAILS SPECIFIC PLAN
DETENTION J INFILTRATION BASIN EXHIBIT
F&- r\js\»> "W ft 1. �raeti
Jim
r
r
!1
�
,t
n
JIn1I
r i
I'-
O
`
z
Liu
no
O O O
O O
O
O O O
O LQ O
V) O
LO
O LO
co co
N N
'r-
-v-
(SAO)
o
r
0
V J
_V
W rrL_
■
LL
L
tY)
N
r
O
T1
VALLEy TRAILS
DETENTION
BASIN OUTLET
.000
0
6' PIPE
.000
0
.000
T2
DEVELOPED CONDITION
.000
.000
T3
SO
1000.000 942.000
1
942.000
R
1450.000 944.925
1
.013
R
2550.000 952.075
1
.013
R
3820.000 960.330
1
.013
R
5320.000 970.080
1
.013
R
6820.000 980.000
1
.013
WE
6820.000 980.000
2
.200
SH
6820.000 980.000
2
980.000
CD
1 4 1 .000
6.000
.000 .000
.000 .00
CD
2 2 0 .000
15.000
100.000 .000
.000 .00
Q
15.000
.0
Q
35.000
.0
Q
75.000
.0
- -
Q
125.000
.0
Q
175.000
.0
Q
350.000
.0
.000
.000
0
.000
.000
0
.000
.000
0
.000
.000
0
.000
.000
0
o 0 0 093� CL
0 0 0 0 0
w U) • O k ># r1 H H H H N H H H .-1 H ,--1 H - H .--r H
• z a
--- — F # — — a — — a — - a — - — — a — - 134
a a
m
+ # o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• a fK + o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
F r • � ,
4.1 0 o O o 0 0 0. 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 o O 0
o + ro r 0 o
O s U H 4. a -
CO
r a H X #
N s m O
O t L W # O' O O O O p , p p p
O M O M O M O M o M O M o M
• Ol 7. • O ,-i O H O r1 O H O H O H O rl O N O r/
lJ t U •rl } bb b - b b b lD tD b
♦ F .0 q w v N v a v v a v v v v v v v b v m v
t L • M N M N M N M N M N M N M N M N M N
• 3 b E # _
i O •r1 7.1 ♦ N - N N N N N ry fV ry
t ro s m m m m m m m v n
R u a U# b .-1 b H b .--1 tD H b .--1 b r-1 b H b rt b O
t -H 1J N N N N N N
• .+ O O w
t 3a❑ N #
♦ ------ — — — — — —
M k }I L a O N O N OP '
N O N O N O N O N O N O N
Ln
o o
2 r CL r1 ❑# � � - o o o o
r F t U) W
U1 t CO #
---- — — r
0 a • 1 — — — — — — - — — — — — — — 1
•.� t ri # 0 M r to N b m N m H O
v
[a, Y M m N H a• N b r M O si. m N O M O M O
U H • U 'Q X s N N N r ry m O m O O m O O O
> w t G N a v d• �n b r r m m m
N O • W C7 • m m m m Dt m m
2mrz ♦ +
U) W ♦ U• H , N H 1!1 H m H N .� b r1 r b H n O O
b ,-1 b H b H b r -I b H b rl to .--1 U7
0 0
a •• G F i N U a x o 0 0O 0 0 0 0 0
H H R: w •> X U.#
> .qO 73 .2 r U)
7 PCO • , w r r, r, r, r m m— N- m—
.'Z W r ♦ b b b b ' '
F 2 + mo w # tD b b b d•
N N N N N N rN ry
ro3rn R >r. t
(� -w Q a +
M in
co .Z , O O O — —O — —O— —O— —0 , —O —
to 0 ♦ O O O O O O O O O
a In m z + a a ; r, '' ' ' r' , H
x w ♦ u #
u ra a
ro w a •
W Q ♦ 1 ♦ , ,
+ ---- — — — — — r
E y r , ♦ m — M , , - — — — —
r r � b, b
N H M N N M ,--/ N ry
(n F( ♦ U > #
O 0.� a L U ♦ NO O O O
H F • (ar-1 r a v in ID m m m
a ♦ 3 W + m m m
m m m m m m
W • + ,
a♦ ------ — — — — — --- — — —
a a m r m m t m m r r ri m
Q ♦ .0 +
r -
M M M M M M 1
> • L # NN N N N N N N V
W F ♦ N
•
41
3
3 # En -- ♦ o to if t 0 —0 r —o , o w r
♦ U a O N N t!) n 111 M In v Ln m b ' b m b m' tD
O to m b O b M b O b O b m b m b m b
w i1 > O+ O O O O O O O O O
O ♦ 0 U .-1 ♦ N O �} O N O O OC; O0, O m O m O m O
v ♦> w# v v 1n b n r r n r
sm Dt °t Dt m m m m m
m• ----- — _ _ _
%4 • t # O O O O O O O M N m O N N 'r n
a! H H m
w G i O O O O O' O O b b
> r M O w In .-1 b H m N
0 E s o 0 0 0 0 0 o m m r1 o m m m b m to a•
• ,J r a o 0 0 0 0 0 o M M tD o 0 0 b r + Di
W s ro w# o rn vl o to r
N mN m H
a ♦ L \♦ O v v H to N m m v M M -Ir
m m m m m
r -d r (n a s rl H .--1 N rf M .--t N N H b b b
a
N
* LL X +
0
0
u a ♦
m
+ m p r
w rn
• O la a
p
t7 -
E.
• a F .
z
r
a
r
a +
0
0
�
s N N r
-
-�
R
ID
0
o
+ m ♦
0
0
O
K d H w t
N
T m ♦
O
O
K L w +
O
O
'
• a z +
O
O
U
f •.� m c f
N
, CL � •
�
r
« o fL +
+ F
1
o
i<
3
+ Q •.o
3 O +
o
f w z
Z
♦ ro ►
r U .0 41
♦ -.1 L b •
N
o
• L Ll a
f •.4 it O ►
+ H O 3-i •
U w .
H > U f
O
o
o C7
• v v m.
o
0
z
a H
+ n 14 q i
�--r F
. CO W #
Cl)
o
m w
+ w •
�,
,.,
C1 H
. d 'b � •
O
O
m
rm-, a
H
W w
s
+ Uru
m r
o
W U
« O >•
0
0
.1 •• w F
+ v O +
f> x W+
i W r
t> -r ,qO coil E
r
U E 5
♦ —
—
—
a x o
+ *
r
M r
Z w
p
« r,to «
3 r1 Q H
+ C) W +
N
m3 m
+ > w
ot
k OD
• i
tq O
+ •
o
O
V
3 O� F
♦ A. «
..
.�
m z
i Co A. i
U
U F
m w
• .
ur q
f +
r
(Q
+ K
m
p r
m a
♦ .
rn
m
H H
a N ►
N
f'1
O� r1
t > r
O [K
U
# L QI ►
O
O
s+ F
F
.
a
.
m
r
rmi
r L h
f +
} f
ca
L
t ❑ K
O
O
0
$4
• > O +
O
.> 0 Cl .+ f
o W
o
m
. W ♦
o� ,T,
m
4
•�+
R U +
r
r
—O
t+
♦ r .
r z
0-
a?
• K ►
O W
O
>
s O E.
0
0
♦ . v a
s ffJ T s
O .7
0
W
# ro W f
N .7
N
a
+ .,
Q
m
�•+
Cl)
rn
w
s a
v
+ m
a+
a
a
a
a
a
w
a
a
a
w
# O )d
> k
r1
H
1
H
H
H
r
ED ••
# z a
F+
r a
a
a
a
a
a
a
a
a
a �
I
+
O
o
0
0
0
0
0
o
O
o
0
o
O
o
0
0
0
0
EN
N x
o
O
o
0
0
0
o
O
0
0
0
0
0
0
0
0
0
0
-ri
T
t
F
#
#
+ L
I ry +
O
O
O
O
O
Co
O
1 0
O
O
O
I O
O
O
O
O
O
I O
tD
f 3:Q
N T
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
tro+
# U H
w T
O
O
-
O
O
-
O
O
O
-
O
N
s to
f
+ ro H
X t
L
+ cU O
#
N+------
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
t F
I r
I
I
I
I
1
I
1
-
O
t L w
Y
o,
O
O
O
O
0
O
O
O
H
t �'
♦
O
M
O
M
O
M
O
M
O
M
O
M
O
M
O
M
O
M
O
r-1
O
H
O
'•t
O
.♦
O
O
O
O
O
O
O
O
O
aJ
ro
+ N •H
T Q
`
tD
tD
-
to
w
-
tD
b
to
O
W
O
tD
O
tD
O
ID
0
W
m
to
m
to
0
to
to
tn
# L
T as
#
E.
N
m
N
m
N
m
N
m
N
m
H
m
rl
m
N
m
N
m
k O rt
it k
v
v
v
v
v
v
v
v
t 3
0 +
v
k w
D6
z +
t—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
'rZ T
I
I
I
I
r
I 1
I
�
I
T ro
f
m
m
m
m
m
O
O
m
O
k u r
O t
r-1
M
r--1
M
N
M
I -f
M
r--1
M
r-1
C
r-1
v
.-t
M
r1
frl
# •rl 1.1
rC} f
O
O
O
O
O
O
O
O
O
# L a
H
v
f It q
O
0
11 #
.
ri
11
.,
ri
i U
w r
I
—
—
T
n—
7'a
m
M
t 11 >
1.f +
O
m
0
m
O
m
O
m
O
m
O
m
O
m
O
m
(D
m
o Ur
+ 4) N
C4 f
O
p
0
p
p
p
p
p
O
-
Cn
I Cl) +
----
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
O rl
# .
I T
1
I
1
1
1
I
I
I
I
-r4t
H
#
M
M
In
to
O
ID
to
m
v
r
r-1
m
O
O
-4
Ln
w
r
m W
T W
#
v
m
M
r--1
to
o
w
v
O
N
N
O
O
-4
r -t
>
In
b
r
r
m
m
m
N O
Z m 134
T w o
t
k
f
m
m
m
m
m
m
m
m
m
2 M a
t
t
Cn w
+
d+
r
I N
r
I LO
r
1 In
r
to
r
I ID
m
1 tD
m
I to
r
1 O
N 1
M
W U
# b
> +
N
tD
Lr
w
to
to
to
to
In
tD
to
to
to
tD
to
to
to
N
0
O
O
o
o
o
o
-
o
O
o
O
O
O
o
p
> uta
+
Cn#I
H ,1� Cn F
# I
k
I
—
—
a s O
T I
i
tD
tD
tD I
tD -
tD
_
m
Z W
F z
+
f r, cn
k
f
o
0
0
0
0
0
0
o
r
3 ro 3 m
F 0 w
*
ID
tD
l0
tU
ID
w
tp
t0
l/l
N ca
t
T
a v
+ ------
—
—
—
—
—
—
—
—
—
——
—
CA 7-r
f I
T
O I
O I
O I
O I
O 1
O 1
O
O—
—
O r
Cn O
O H
#
+ —
T
R
O
O
O
O
O
O
_
O
O
O
Cn
#
1n
U1
In
V)
In
In
1n
II1
1n
ro j
f Ot w
+
1
r-1
'-1
ri
1
ri
1
rl
I
ro w
t
T
a Q
f
k
r I
N I
N I
r
-
to -
-
v 1
In 1
m
1 1
to1,
.7
f
to
m
m
CD
w
1,)
a
3a H$4
01 Q
T U >
#
i
m
r
Ln
0%
o
v
r
O a'
t L 0
#
N
1n
N
r-1
O
O
O
O
O
14 F
T ro .-t
#
v
v
to
w
r
r
m
m
m
a r
t a w
t
T
m
m
m
m
ON
m
Dt
m
ON
M
—
NO I
In
to
to
to
en
to
to
m
m
m
m
m
+ u w
3
t
#
I
I
I
I
I
0%
0I
I
Ul I
+
N f
O
to
N
to
r
In
M
In
O
V1
m
to
n
%D
m
to
V)
t0
L
# ll
(31 T
O
to
m
w
O
w
M
w
n
w
O
w
14
t0
to
tD
m
tD
7
+ F4 >
O T
OO
-
O
O
O
0
O
-
O
O
O
T m Q)
r--1 t
N
O
v
O
N
O
O
O
m
O
O
O
m
O
m
O
m
O
b
+ > r-1
Cn t
v
v
to
w
tD
_
r
r
r
r
,
m
+ G W
+
m
m
m
m
m
m
m
m
m
•H
#
U +
1
1
—
—
—
t,
#
o
o
O r
o
o 1
0
0
0
0 i
o
o
CO
m
r
In
t-
—
N l
m
O
o
O
O
O
O
o
m
m
r -i
O
O
O
M
v
r
N
N
>
+ 0
+ N
E+
d) k
0
0
.
0
.
0
.
o
.
O
0
.
m
.
m
-4
0
r
r
m
.
In
.
to
14
to
••
# +�
N+
O.
O
O
O
O
O.
O
N
N
r.
O.
v
v
.-t
l0
H.
m.
N.
w
T ro
w+
o
to
to
0
to
n
N
v
tD
to
N
r
m
to
to
v
m
t
v
m
v
N
M
M
ID
r
r
H
w
T En
T
r7 f
.
N
r --t
r--1
N
rH
M
r-1
to
to
ri
w
ID
tD
O
O
N
# al a
--
♦ 3\ v«
W
w
W
v
w m +
a
a
W
M O N #
r1 H
H
H H
H e-1
O
« t
o 0
0
0 o
O o
0
c�
# a♦
o 0
0
0 0
0 0
0
# r
F4
F
I O
O
O O
O O
O 1
i Q rl +
O O
O
O O
O O
O
O
O
♦
• v M w i
�
O
O
O
•
O
N
k m #
O
« ro it it i
0
in
N
«m
— #
+ --
— —
—
— —
— — —
i
I
— —
O
# L a t
O
O
O
O
O'
LI
• m •r1 t
w
,p
{D
in
+ F G q Y
N W
m
{n M
{n ON
o
# L «
N m
Cl
m -V
m y1
O
« O •.+ fl s
m
v
v
v
o
w 0 ;
O
I
*—
H 1
z.
* ro ♦
N
v
n
+ -U
.i b x
o
0
0
o
O
ja
# L a 0 t
.;
+ u w +
+
o
4j
« N L p, w
o m
oo
D' 0
m o'
0
(7
• z
x LL ri Q «
0
0
0
W #
� F
+ m w w
o
m
# w +
—4
—
—
o a
• -
-
—
— -
•fl
m
{n
ri %D
O ID
N
m W
ii .7
« a1 W
+ N w #
O m
{n
IV H
+ V a
m
N O
+ W L7 #
m
m
a,
O1
Z m a
t� tn o,
♦ w
w
u] W
+ y w
n I W
M
o m
{n {n
— o -
o
o
-
H W F
+
:3 a O
# , ♦
o, ,
v ,
a, I
InP. -
O
3) m
+ x
cq z
co O
# +
0 I
o 1
0
00
« t
o
0
0
0'
O
a z
Ln
Ln
Ln
Of rw 4,
o F
+ U
ro W
« «
a Q
# A
E cn
rd
# --— —�
«
v 1
—
n
— m-
—
H
14
«
ki
ofC14N
m
Ho
m
Ql Q
# U > #
a i
O
O
H F
i ro H x
m
m
m
C4
F
+ #
r
Q
+ C
«
H
e-1
N
C\
41
O
Ln
« «
0
0 1
C'f %D
n
,D a,
,D Oal
O
Y )4 > Q
to
°.
%D O.%
O
O
0 4)0
H#
C>
m o
m
C>
o m
C>
o o W
o
CO
m
n
n
m U
m
m
x F W 4.
al
O,
D,-4
a,
-ri
'
+1
N
m O z
O
>
+ C «
# o E•
{n m
n
m
Ln
m
m N
n o W
o
n
{n
m {n
v o
0
co
m
%D
w�(
w
.1 `
«
{D
lD
b 3
1D
• ❑. .0 +
O
o
0
0
0
0
0
0
0
N
« L a +
.
W
W
W
W W
w
W
W
w
w
a w
pW. a
a
a
w
t O t
t H
H
N H
1 H
H H
N N H
r N
( H
Q.
L
. z a— �
— —a—
—a—
-a—
-�—
_a
r °' w
W
4L
R
o 0
0 0
o O
o 0
0 0
0 o
O o
0 o
O o
O
o 0
0 0
0 0
0 0
0 0
0 0
o O
0 0
F
• I +
f L r r1 #
O 1 O
O O
O I o
I
O O
1
O 0
O O
I
O O
O r O
O O
o
# rot
0 0
o
0 0
o
0 0
o
0 0
o
0 0
o
0 0
o
0 0
o
0 0
o
0 0
o
# b $4 iC
n
# m O
N
t ------
— —
—
—
1
f
1
O
• L w #
O
O
O,
o
O'
O
0
0 1
O
M
O M
O M
O M
O M
2 t
O H
O H
O N
O H
O H
O .-I
O H
O H
O N
o
0
0
0
00
0
0
0
L
ro
+ O -•-1 +
+ xQ «
to
1p
tp
w
tD
tC
tp
Q+
------
—
— —
— —
— —
— —
—
« a 1 «
I
I
I
I
I—
— —
——
——
«o p }
R F .�Q+
a O
v0
a o
v o
v 0
Mm
M m
n m'1
i !I
323 E s
m M
m M
-
m M
m M
m M
m N
m N
m N
M m
O N
O -A it R
k s o I.
Vr r-1
v 1i
v rr
P H
v r{
P H
d•
+ k 2 *
*--—
— —
— —
— —
— —
— —
——
—
,
—
I
— —
t U W k
w 7
ID
ID 'V'
In
In
m
' O
k -.1 L •O #
1!1
Vr
N
N -
tD d'
U)
lD C
In
tD 7
N
b V
ll1
b M
1!1
b M
N
i L n#
H
i
i
1
♦
N
H
r7
i H q N R
* U w t
M
# it > L T
1
O
O M
O M
O M
O M
O M
O N
O N
O M
O M
O
D
O
O
H
14
F
+ cn w R
co
+ US t
@ M
1D to
r-1 w
r r
M m
N n
m tD
to
I
m w
T i3, w #
N m
14 .-•I
M N
In O
w ID
M r
0 tD
M
n N
m m
m O
N H
# L •O x T
yr N
r r
VI m
N a1
.-I
N OD
rl
N
> w
i G LI s
dr
cn
In
iD
n
r
m
m
m
N O
zmrz
« W +
#
m
m
m
m
m
m
m
m
m
#
co w
W U
# y;
# 2J >«
V7 In
T 1 1J1
I N
vl7 M
w 1 ID
w tD
in 1 M
O1 r
H O
Q Q
} r--1 r6 Q}
m W
O
m tD
0
m tD
O
m tD
m tD
m tD
m w
m In
m v1
O
O
O
O
O
O
- O
H Sd Qi W
* > x w t
O
O
O
O
O
O
> Cl 5 a
f v3 +
H UI
I
7 ai O*
Z
1 #
m 1
m 1
m 1
r I
r
M
M
O
d1 1
H z►
.--1 U) «
r
h
n
m
m
tD
N
3 4Q H
* v a #
r
n
r
r
n
r
n
r•
r
H (Q
# #
M 71
* ------
— —
— —
— —
—
co r7.r
W O
f I T
T
o 1
O 1
O 1
—
0 1
- —
O
— —
0 1
0- —O
- —O—
+
O
O
O
O
O
O
O
O
O'
3 to F
rt z
T w #
t O kr
w
In
In
to
In
In
In
u F
T
U
M
M
M
M
M
M
M
M
M
+
m w
T «
w Q
t +
IEa a
: + —�
—N
N I
rn I
M
N—
0-
147
0 1
11 N
f it i
N
N
m
r
M
Ln
e
OI Q
* C1 >
N
M
1p
tD
M
r-1
m
H
H F
« co
.--1 «
a
m
a
m
W
m
m
m
n
m
m
m
J+
R «
m
m
m
m
m
w
« R
1
1
1
1
a
R
—r--,
—,7
— —
1
Q
#
m
r 1
r 1
n l
NN
m
M 1
�✓
*
+ L #
N
m
N
m
N
m
N
m
m
m
ID
N
N
N
M
M
R Cl
T Q T
m+
+ T
------
1
—
I
1
I
1
1
I
$
# t #
O 1
U) 1
m
_ _
O 1
_ —
m I
_ _
O I
_
y —
N_ —
_
N I
R 01 *
O 11'1
N U7
r in
M N
m 1n
m b
v ID
M tD
O w
O
m
O
r•7
M W
O W
m tD
to W
m W
O
* H> O+
+ U N R
O
O
O
O0
0
0
o
21
r-1
i > r -i U) +
N O
7
tM O
'r
N O
In
O O
tD
m O
w
O O
r
m O
r
m O
n
m p
r
41
N
T C W *
+ N f #
m
m
m
m
m
m
m
at
m
-rl
R I U*
1
1
r0
s ------
— —
—
_
_ _
I
1
N
t I #
O 1 O
O I O
o O
O r-1
_ _
H m
_ _
O In
_ _
In Cl
_ _
n D
r m
>
* O E t
O O
o
O O
O O
O M
M b
O N
N N
n N
m to
O
o O
o 0
o D
D m
o 11
14 o
r -r m
o to
•-
+ L -04+
o 0
0 0
0 0
o en
In ar
o In
In 7
m o
o tD
W
t r6 W#
O In
N O
UI r
N m
r-1 o
N N
a D
yl Ir
m ri
a
t L \ i
O w
.r 11
M N
m M
N 1-1
M M
ID I--1
r
r
aHl.
+ U) a �
,�
•� •i
N -4
M .-1
In
In -4
a
tD
ID
C!
N
+ L R, x
0) k
W
W
W
v
mi
* «
a
a
a
c� •-
z a #
a
a
a
+ s
o
0
0
0
0 0
0
0
E
x N N♦
O
O
O
O
O O
O
O
s L I .-) t
o
0
0,
0
0, o
o f
o
C>
o
i U H w♦
N
« O7 Y
p
to
Y ro u x t
p
N
m o #
x ----
—
— —
— —
— —
O
# Jl w «
O
p
0
p
o
m
o
m
0 m
0
0
0
0
0
0
11
T 0) •rl k
b
b
ID
lD
N
rd
+ a «
« o a#
t F .si ❑ t
m
m
,n
m
.-a m
r
o
« L #
+ 3 O E #
O
N
.i
N
N ry
N
O
#
x O3:
,n
.�
u,
.4
u, .-�
In
o
k � O «
3 0
p
k ro x
N
•a
r
b
N
w
4j
Ln
Ln
Ln
x L a t
�4
x f.r ❑ }I k
+ u w +
b
In
# }, > L k
O
V'
0
V
O In
0'
O
o C7
k 0 0) p, s
0
o
-
o
0
0
a H
x ) W
•m
> a #
M
b
a
o
.4
14 o
N
n
W
u a
Q1 w f
+ u w t
o
o
H
-
0) H
Y Q) 'b xi f
N
N
N
>
*
m
m
m
m
m
N O
Z m a
Z
s W
#
o`
D,
D,
D,
m w
« f
U) W
i I 0) «
;r ,
v
n l
m
,-+CD
I
,
p
H t4 W
#� S r, r
o
0
0
> d)
to •
U E ❑
i — —
—
a o
x x
,-
m
m
m-
,n—
' z
: :
°,
Ln
N
D1
.,
Ew z
4 H
r7 U)
# 01 a «
to
b
b
Ln
ro3vl
x >w x
C7 -.i Q
• #
m z
x I x
o
0
0,
o,
o
co
s t
o
0
0
0
0
3 IT F
s to t
u)
In
In
Ln
ro z
# co w x
m
m
m
c�i
ro w
k #
E (A
fi I #
N r
n
N,
N
n,
ro
N
N
O
W
b
01 rt
x v > Y
m
v
In
N
m
OH
•
rl
N
) F -I
Id
# .-� i
w
m
m
m
m
m m
w
# mo w s
m
m
m
m
m
N I
n I
b
b
wF
v
v
,n
,n
m
p—
L
« L a«
D,
b
D,
b
m w
O
O
# N>O«
O
O
- O
-
O
# 0) 0) 1-1 t
D,
O
D,
O
D, O
O w
O
s> Co ♦
r
n
n
m U
m
10
ri
t H j. t
•.i
s , U s
I
,
i•i
« , «
n,
n
m 1
O,
N
L
i C t
b
to
N
m
w m
o W
o
W
t L
W«
to
O
r-1
rl
N ,-a
N
a
# L -1+
m
m
m
m Q
m
H
w
Y (q r7 «
t ♦
to
b
b
to +�
b
" ,Z s o 0 0 0 0 0 0 0 0
C> • .0 -.r U • -
f L m
+ U
3\ ♦ W w W
m m a w w w w w
1 a m a a
w N . z d OH nH H H H H ri H e
Q' ---t --- — — — — — — —�— —a— —a— —a— a a
R Y O O O O O O O O O O O O O O O O O O
U • as D' ♦ O O O O O O O O O O O O O O O O O O
E • N N • . .
f f
♦ L , '-1 # O O O r O O O O O O O O O O O O O O O
b + 3❑ .-a + 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 o 0 0
C> r ro. o 0 o o o - o 0 o o
o + U H m ♦ -
N • m
♦ (d H x #
uI ♦ a0 O • ,
O • L W r O O O O O O I O r O 1 O
o .Mi oo N o M o M o M D M o M 0 rn o M
O o .-i O .-1 O O
s V •� + b b o w o b o ID o o o o
ro a q
— — — —
• O p, t
♦ F C in N In Ill m in in N In N b to P b P a% P P P
+ L # N b N In N b N N N b N N N N ry N M Ill
♦ 3 'cO E ■
a O - G a uI In .+ u1 .� In In .-I ul vi vI .�
3 O ♦
♦ W ^L ♦ r ,
r
f ro s r b ' to ' m b b 1 b
U r m P m P m P m P m P m P m P m P m M
R -rl L 'd ♦ m m m m m m m m m
t H q H ■
' ---
'
M r H> ' L t O {n O N O' b O b O b O b O n O b OtD
o C7 ♦ . v W♦ o o o 0
P H ♦ � W • r-1
fA + [n
M M In m ' b P' D\ M 1 w m' a% DI P N w Dl o
m W + pl W f r m b r -i r N O m m m r P N m H N M .-q
U H ♦ U b ',1' r P N h r P m M m .-1 N m r/ N N
>
b r r m m m m m
Z m a • s m m at °' m °,
v! W 1 U• b b b m bIn b 7m w b r Tw r M O r O o
w U s Z7 >+ H b ./ b ri b ID H b b -4 b N In o In
A Q • .i ro Oct+ o o - 0 - o o - o o - o o
O o
> ala ] r r» s
HA cnF R
;J D: _
O Y , r M, m_ M M- M, m m- O- .-1-
2 W • + b b b
ID ID
F 2 R ,-� u) r b b a o
3 r -r Q H • v D.♦ m m m m m m m m m
ra Cn r > h. r
H !A ♦ � s
uJ 2 ► • p- — p - —o-- o- 0- —o- —o— —o— —p—
En O + • o o 0 0o
o o o o
3 N 2 r 0' W t In Ion Ion to
D O O O O
X W + U ♦ IA b N m b
ro w ♦
m ❑ # #
—
E to # --� — I — H ID , b , H - — In r — — —
ro 0 r r In r N m r N .+ ry m
H H + H t N d• b m r b .� O M
t U
> t - -
O
H F ♦ ro r --I • P P Ln b r r � m m
m • 3 w s m m m m m m m at m
H •
W
-� f r ♦ H r i H r- t r � .., , b — N- — o- — Ln a A r In In In In In
_ P P m M
r P. F : `n In In In In w In w b
# r
3 ♦ i t r r
— — —— — — —
O, N r N, o, P r p — N— — m_ — h—
f U t O In N to h In M m N IA m b h b P b N r ID
] t H> O 1 o o O, p O Ob M b N b o ID M b P b r b
O O O O O O
'd * ;; O a O No O O DI p O O m O O\ o m O
b b r r r r
m + �.', w r DI t11 a% DI DI OI OI Ol DI
ro + — r
H a ----t —O—O O—.O—p—p—O—N—N—m—O—m—m—VI—M—N—b w
L t C • O O O O O o O m m O p M M O P N b O
> ♦ O E t O o O O O O O N N r
1 H Y O o O O o O O m W ri O P P N b to M O
w s ro W+ O In rn o W r N m m M N m O M M P m ry
P ri U1 ry m M .--4 M N b .--I r r
N H M N In In H b b b
w . +
ry
« C]. L r
o
0
0
0
0
« u d
+ \v +
w
w
w
m
r a n..
a
a
a
w In
O H > Y
«
H
H N
H
N /
O
�ry ••
z a F+
a
a
a ,
a
.
♦ +
0
0 o
o 0
0 0
o
W
♦ ,-a a+
O
q p
p O
O O
O
F
+ «
O
O O
O O
O O-
r
O—
ID
t 3 A .ti +
o
o o
o 0
0 o
o
o
o
♦ ro•
r N N w t
o
o
o
- o
0
N
k toi
O
+ N H X ♦
p
uI
♦ fA O
O
t L w ♦
O
O
O
O
O
ei
• L r - «
o
M O
M O
M O
O
+ rn z«
o
.� o
H o
.•r o
0
L
r U •.1 •
10
l0
l0
- 10
N
p,
,
o a•
r F L ❑♦
o
V %o
•ar .�
yr ID
o
t L ►
w
1n Y
VI N
1f1 Ifl
O
t O H +
In
In
.� ,n
,� In-
o
31
• r1 O ♦
3
p
+ w i
_j
s r-I Z •
,
r
,
,
• ro s
N
r
♦ U L U+
m
N m
ri m
O W
O
♦ •N L V♦
m
co
W
m
N
t •H Yl O
♦ H ❑ H «
+ V , w s
,
M
• H> L•
O
t0 O
r O
m O
o
O (7
♦ U O A, +
O
O
O
O
O
d' H
+ F
► � W i
• cn w k
to
s y ►
O r-a
i k
r
,
a w
+ al W t
p•
O !n
p Ln
O N
m
Ol H
♦ y •p x t
N
N
N
N
N
va
a
R W C�
m
m
m
m
m
z et
M W
+ t
to w
♦ v s
.i
M N
W Ul
M m
O
W U
t b >♦
m
.r m
M r
M ko
0
W
s
,❑-7 F+
H la a W
C�1 IV
+> x w+
-
O
o
H co
O CK 0
N,
r,
z H z
s Co .
�°
N
m
ID
.�
~
rt
i> i
r
r
ID
ID
3 tri
0 •i Q
pa,
♦ «
H Rl
► t
to z
« •
0
0
o
to O
• +
0
0
0
0
0
Ol H
z
► «
'♦ w
O
to
a .
In
m
Ln
m
to
rt
to
i r ♦
M ,
m ,
,
r
v,
b .]
• i
m
o
o
H H
t" Q
R H t
s W >
Ln
r
m
m
m
0
r4
H F
i ro.1 r
m
m
m
m
m
w
1-4
3 W *
m
m
m
m
m
w
+ «
,
Q
t •r •
m
,n
.i
[�
b
s U w •
.�
If
N
3
♦ «
t
to
► ------
—
— —
— —
— —
— —
• ,►
H ,
w ,
r-I ,
o ,
o ,
♦ d•
m l0
In b
m lD
Oajkv
O
W
m
m
O
o
7
O
; H> O►
t dJ U 11 •
O
m O
O
m om
p
O
O W
p
'O
«> .ti to r
r
r
r
m U
W
a
.,
e A W 1
► H +
m
m
m
m
m
-H
• , U r
r
,
O, z
O
♦ c •
r v
1
N r
o w
o
>
>
O E+
w ry
r m
\D M
o
0
H
W
i ro w►
O .-1
.i
r-1
N .7
N
H
w
k to .1 s
R +
ID
w
b
ID 3
ID
'i H
CL V
o
0
0
0
0
0
0
0
0
N
f L a
«
« m
«
a
a
a
a
w
a
a
a
a
H
H
H
Q o
i —
---
—
—
—
—
—
—
—
—
—
—
—
—
—a—
—a
a
v
i
x
O
O
O
O
O
O
O
O
O
0
O
O
O
O
<D
O
O
O
♦ a
(X x
o
0
0
0
0
0
0
0
0
0
0
0
o
o
0
p
0
0
F
t
s
O
O
O
1 O
O
O
O
O
O
1 O
O
O
O
1 O
O
r 0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
O
O
O
O
-
N
# m
I #
R m H
X #
In
« m O
x
—
—
—
—
,
1
1
I
O
i L w
#
O
O
O
O
O
O
H
{ I-
#
O
M
O
M
O
M
O
M
O
M0
M
O
M
O
M
z i
O
H
O
H
O
H
O
H
O
I)
O
H
O
H
O
O
O
-
O
O
O
O
O
O
p
♦ F .0
A f
m
H
m
m
, 4
m
H
m
.4
m
o
m
o
H
o
ID
p
f L
# 3 ro
x
E x
to
m
I<)
m
Ln
m
W
m
to
m
to
m
o
m
w
m
ID
m
• O -.�
♦ 3
)4 i
O R
In
.-1
u)
H
N
H
N
H
In
In
H
in
r -r
N
v)
H
R w
z f
--,Z
R
1l
,
R m
#
Lr)
rn
m
In
in
4) x
N
y,
N
N
7
N
•a,
N
v
N
T
N
a,
N
d•
N
M
« •.i L
103
M
M
M
M
M
M
M
M
M
♦ .) a
a#
H
H
r
v
O f
N
N
N
N
N
N
N
N
ry
# U
w #
—
, H
1 H
I H
, H
1 H
I O
, O—
y.
— .4
M
f H>
L#
o
m
o
m
o
m
o
m
o
m
o
m
o
m
o
m
o
0
4)
LL t
o
o
o
o
o
o
o
o
o
A *
H
.-�
''-I
-
H
,-+
-
"'r
-
H
,.-�
-
N
d, H
♦ W
cn
f
!p #
I
l
l
l
l
1
1
I
-4
♦
n
M
m
M
v
w
O
n
ID
m
Io
Io
N
in
m
n
W
m W
.7
♦ 01 W
« H
s
M
m
-
N
H
v
N
n
Io
M
0
w
o
W
o
In
M
m
'�-i
4) H
# 4) ro
x x
In
N
m
n
W
m
M
m
N
H
M
m
rl
H
> w
« R }4
«
v1
a
In
ID
n
n
m
W
N O
« W U
#
m
m
m
m
m
m
m
°'
O
zmoc
M a
«
R
#
x
H H
f --
—
—
— —
—
—
—
y W
i
4) 1-wI
In
W
I Ln
ID
I rn
W
I rn
ID
W
n 1
ID
n
l a
m
n
—
e 1
0
W i1
i ro
>♦
W
ID
V'
Io
v
ID
T
w
a
ID
C
b
a
W
m
In
N
W
m
Q x
-
O
p
-
OO
-
O
O
p
p
p
.1 H a W
+> x
w
' 4
O
H
o
H
o
H
o
ri
W
Iii ran ff-H
r
7 a Ot
1 z FA
1 t
m l
m
l
m
m
m
I
^
'
lD
—
N 1
F z
t '-1 rn
R
w
b
b
ID
ID
c
0
rt 3
4) 93�m
m
m
m
m
m
D,
m
m
Wa
r-
#
)A
a v♦
---
—
—o
—
—o
—
tn z
f 1
+
o
o-
I
o,
0
0
—
o 1
—
0
rn O
x
♦
0
0
0
0
0
0
0
0
0
v H
3 m H
♦
# CA
t
i
rn
Ln
rn
rn
in
u�
rn
In
rn
# dU
n
r
n
n
r
n
n
n
n
14w
U
m W
#
d A
t
R
E W
«
f
o,
W I
)n 1
—o-
—ID-
—N
v-
—H-
—Ln
1
m r]
t
R
H
M
m
y
0
m
v
ON
m
)i H
x H
f
m
m
m
N
m
m
O
H
ID
0 Q
O P.+
# a! 4)
t a) v
f
x
1+)
ID
M
N
O
rl
O
r i
H F
# m ri
t
.*
rn
w
n
r
m
m
m
D. �
* 2c W
f
m
m
m
m
m
m
m
m
ON
W
#
#
I
,
# 1
♦
O 1
O,
O 1
O r
p I
N I
N r
N
H 1
f ,C
41
H
H
H
H
H
O
>
; OIF
#
m
m
m
m
m
m
m
off
x 0 w
♦
r1
H
H
H
H
H
r-1
H
N
x A v
#
#
#
#
#
m
♦ ------
—
—
I
$
R I
x
O 1
N I
W ,
O
In I
O
N—
m I
—
7 I
♦
4)4,
O
r!)
N
W
n
vl
M
N
m
U)
m
ID
-W
10
a
ID
n
to
L
x L
p1 x
O
ID
m
ID
O
ID
M
b
m
ID
O
ID
H
b
N
Io
ID
ID
>
O f
O
O
Ox
4) 4J
r-1 #
N
o
y
O
N
O
O
O
m0
O
O
m
O
m
O>
ro
f
n
n
n
m
x F w
#
m
m
m
m
m
m
m
m
m
0 1
0
0 1
0
O 1
0
p t
n
n I
M
O l
m
m I
N
N
m
O I
.*
>
i O«
O
O
O
O
.
O
O
.
O
O
.
O
O
.
O
O
.
O
O
.
m
O
.
m
o
.
O
m
.
O
O
.
H
H
.
H
H
.
n
N
.
m
M
.
In
M
M
n
.
M
p
••
f L
r•i #
O
O
O
O
O
O
O
M
M
to
O
m
m
n
1p
d,
O
n .
w
♦ m
W f
O
U)
N
O
)n
n
N
M
Ln
ID
NH
M
w
O
w
n
N
\«
O
v
d,
N
In
N
m
M
H
N
M
N
U)
H
n
n
H
w
♦ rD
R
.4 x
t
H
ri
H
N
H
M
"
In
to
r-1
ID
ID
b
.-1
i Si -.� V ►
-
N
} L a
►
-•
}\
N f
W
W
W
* to
«
a
a
a
W
Y O k
t
ri
H
H
H
H
H
H
p
C7 ••
k Z a
+
r a
a
a
«
+
0
0
0
p
o1)4
0
0
0
O
o
0
o
O
O
o
O
E
► N
N+
F
s
k
p
l 0
o
r o
0 1
0
,� #
0
0
0
0
0
0
0
0
C,
#
ro f
o
o
o
o
0
f CO
X#
o
N
} W O
0
« \ F
I f
r
o
« a) h.
►
o�
o
o�
o
o
.-f
# ,C ,
- f
O
M
O
M
O
M
O
O
« to •
x►
p
.-,
O
.-1
O
r-,
p
p
+ o
a«
o
ID
C.
0
o
w
o
r L
* 3 L7
#
E +
r
a,
r
m
m
m
m
o
« f 3
O t
p
Y
+ rod
N
N
n
.--,
N
O
N
w
M
M
M
N
} i•I q
)1 «
N
N
N
N
« U
W Y
I y«
I
r
I
r
M
} }f >
a
O
O
.fid
O
N
O
O
C>
d N
A, «
o
o
o
0
0
• Z
+ n,r
0 i
N
-
N
-
N
aT H
x � W
w
#
W #
W
«
u1 #
—�
—
—
—
—
— —
— —
o a
«
r
r
I
I
NW
3-1 a
f W
i H
k
R. Y
O
O
.�
O
H
O
G) H
i N 'd
X k
M
Cl)
M
M
M
> W
# R H
Y
m
m
m
m
m
Z m a
M a
#
f
fn W
}
, y t
W
I .r
T i
Ol
1n
I -w
%o
p—
W U
«'�
>#
-f
d,
O
M
O1
M
m
O
A Q
*-4 roQ►
o
o
-
o
-
-
ro
�
r> -f En
«
I «
7
Z W►
Y
�D
N
m
yr
C4F
,Z
3 N 3
* .-f w
« >
}
m
co
n
r
[q
Ra,
«
H W
f
}
—
—
co Z
s ,
#
0 1
O
Q I
0-
O I
U)O
Y
k
O
O
O
O
O
W H
i
}
r
n
X W
U F
# U
#
t
}
ro w
+
«
W
«
f
m
N
N ,
ro a
#
#
M
O
ry
.-,
t
i4 H
« H
k
Ch
ri
N
M
M
M
H F
* ro r1
x
m
m
c
m
co
a
* 3 W
#
m
m
m
m
—
1D ,
M
,n—
,n
n
W
N
N
N
N
M
# A
*
3
#
«
i
k
co
---
3
«
#
w I
w I
m,
O,
o r
#
0 f
1n
w
a
%D
m
%D
O
O
7
« N>
o«
O1
wo
°-
0
0
-
p
0
O
* C) O
r -A #
a,
o
m
o
m
o
o W
o
W#
m �.)
m
W
► 9 W
#
O\
Oat
a
01 r�
D\
r
O,
}
r4
m
O
m
rf
O W
O
h
m
N
M
fD
O
O
# L
rl «
m
W
« ro
W k
m
,�
.-I
H
N �l
N
m
W
« fn
a «
10
b
to
l0 3
kDD
4► p o O O O o O 0 O
3 U s W W W W W W W W W
m m a# a a a a a a a a a
W If1 O W >. ♦ H H N H N H N H N H N H N H N H N H
t� } Z a (• a a
— — — — a a a a a a — — — — — —
a
Q+ ------ — — — —
a
t t o o 0 o O o 0 0 0 o 0 0 o 0 o o o o
O o 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0
+ --- _ — —
} L r .--1 • O O O , O O O O O O O O O O O 0+ 0
b (D o o o 0 o o o O o o 0 0 o o o 0 0
O • m f O . O O O O - O O - o - o
O ♦ U H w * ,
N } m • '
♦ m $4 >� #
N } fn O • , r
O • L w + O o O O O o O O p
= # O M O M O M O M O M O M o M O M O M
+ tr1 Z# O N O
U t -H ro = # O O
L # U •.-1 i b 1D b b
b InIV x
b b D
q + —C.-- T-
0
o 'L
♦ [-+ c q# O N O N O N O N O N m H m N N .-! In N
♦ }J # m N m N m N m N m N r N r N m N m N
• 3 v E R
♦ O -•'i N► Ul N In N In N In N VI N UI
i O N to N In N Ifl N
♦ +
# w _ Z +
------
— -- — —— — — — — — — — —
. .--� 2 ► I I I I — — 1 — — —
+ ro # v P v v P In In N N
• U .0 U► m v m v m P m v m v m v m v m P m M
} -.� L rl7 ♦ b
N N N N N N
• •� U O► N N N N N N N N N
♦ H O H R
• U w s
N I N I N 1 N I NO — — N— — N — —
M + FI > "Ll.
O N O O N O N O N O N N O I N O (•}
o Ch • U u p, ► o - o N - o o - o o o - o o
Z + R. r--1 O♦ N N
P H } W
N F + u) W #
to Y O) ♦ 1
I
-� • >. ,� # M M b 'n N b b r M m N m o r r In N m
m W + b1 W + m m c N O N N v r ry o In ID N m o v N
U H Y U V .'� # Ul N m r ID to v m
> w r C H • v v In b N r r m N m m
N O + W C7 ♦ m m m m m m m m m
Z m a t ►
U M a } #
".-i
• -- — _ _ — _ _ _ _ _
W w # U t N In N m N In N m N b M b M v b m N N
q Q + b ro Q► r b0 r b0 r b0 r b r b r b r W b UI In U1
• o o o o o d) vo
Ia-I H a' W #> (,i, ♦ '� o N o N o N o N o N O N O N o N O
> U O .7 ♦ co t
H A w
1 a O t s mmL b
, m In I P 1
Z F Z • ,-� u� 1 P v I P
P In In M m
3 1 3" * u a # o 0 0 0
> w # N N N N o o o m
(�
$+ .$4 Q + #
m • ►
a u +------- — — — — —
cn Z # I } 0 1 0 0 0 0 0 0 0 0
W O + ► o 0 0 0 o a o 0 o I
01 F RCn ► o O O
ro Z * Od w s o 0 0 00 0 0 0 0 0
U fw•+ + U # N N N N
m W # #
m 0
+ ------ — — — — — — —
E to ♦ I R v 1 m m t P' I N v, M, m I b
m .7 • s N v m In N m r o O
k H • FI► N N N In O N m N m
UI Q i U > s .
O a' t L U ► v r v N N N m ri ry
k F ► ro r -I ► .r v In b r r r m m
a ► 3 W # m m
F m • • m m m m m m
W # +
Q • ,� # N N N N N
> # (y F N N N N N N N N M
# U w # N N N N N N N N Cl
♦ #
N • — — — —
3—w- —m- —o i b- —o- —m- —N r-
R U# O In N In r UI M In m In m b In b b b r b
LI # 11"• o b m w O b M b r b O b b b m b In b
;j+ %, 7 O f O OO O O o O O o
*� � i v o o L" o o m o r 0 o r o r m o m o
b r r
ro f C W s m m m m m m m m m
i ♦ U #
3-r ► I # O O O I O O 1 O O H N m O r r, M m j m m b
11 i G i O O O O o o O M M b O m m M N b m m
> ♦ O E+ o o 0 0 o 0 o In In P 0 m m m m N o N
i L .--1 ► O O O O O O O N N r O In In b N M b b
W # ro W# O In N O In r N O N m N P ID m b m In M
0 ♦ " \• O v v N In N m M It N M N v N b r
H # :n # N N N N N M N VI to N w b b
w • ►
N
• LL ,C r o
0
0
0
0
• U d i
+ 3to
ON
w ,n+
o w s
H ,
'94,
o
c�
z as ♦
a
a
a
a
• + o
0 0
0 0
0 0
0
e/
• .7 at + o
0 0
0 0
0 0
0
F
► •
i ,
t L N} O
O O
O OO
O
O
f O
O O
O O
O O
O
O
• - o f O
O
O
O
O
N
♦ W � s
O
+ a X •
In
i
CD O
0
,-�
► ,a: - T O
M O
M O
M O
O
.,
♦ U -.� . b
,p
,o
O
,o
vi
Id
+ P. •
+ O O. #
,
♦ L i m
• 3 b E
N O,
N 01
N O,
O
♦ 0-. f ,n
N U1
N VI
N N
O
+ �-+ 3 O f
0
p
# c z r
,,
f a +
M
n
r
f U V r a,
N 01
N O\
O O1
rl
f •.i L 'a k b
b
tip
b
M
♦ L p, a +
1 N Q )4; N
H
N
r-1
N
r-1
N
r
M
Y l4 > li f O
�f O
In O
Lr)U O
O
o C7
+ M♦ O
U
O
- o
- 0
0
z
: 01 Q+
N
N
N
a H
E
• - w }
r to w #
W
♦ Ln }
> O
m m
M
rl N
O
O r
O r
N
U H
♦ V b .T. ; M
M
M
M
y,
> a
r a: ii } m
m
m
m
W
N O
zma:
f W (7 • m
m
m
rn
m
r
m o
o M ,
Ln M
o
Q Q
• •cu ro Q►
o
o
o
-
�;
H gaai F
—
w o
f . O,
b
m
.n
N
z
aari)
a d
• ------ —
—
— —
—
lA z
+ + o
o ,
o ,
o ,
—o-
0) O
i ; O
O
O
O
O
U H
3 trl F
• #
+ W ► 0
0
o
O
p
ro z
+ do, r o
0
0
a w
+ }
a Q
+ ►
+ ---—
—
— —
—
E w
• � r o
m a
} k M
rMi
r
m'
o,
Ql Q
1 U > #
O R'
► L N k N
N
N
N
yo
p F
Y ro r+ + m
m
m
m
m
�,
F
♦ W k O,
+ s
Ol
O\
0,
O,
W
f •
,
Q
M ,
O
r ,
► C } a
i O.N s v
o
Ln
,
Ln
b
ti
+ V a4 1 N
N
N
N
f
} t
♦ }
fq
+ --7---,7
— —
— —
—
—
L
► U i .-1 b
M b
m b
O
O
} u o, } m b-
o, w
m b
O
o
V
C3
±> c i �
o
o W
o
.ai
ti
m U
m
m
# 4 W ♦ m
ro
• -- —
— —
— —
—F—
—
L
► a' s m r
M i t
b .
O , 0
ry m
o i z
O W
O,
O
>
r O E+ N v
r o
m
p
p
t L 14 + N r•
O, CD
r N
O ,-]
O
W
► a W f O, r-t
O
ri
N ,.j
N
11
f L \♦ r
m
m
H
• fn a♦ b
b
b
b 3
,D
1-+
* x M U*
0
0
0
0
0
0
0
0
0
N
« L104
k
+ 3
d) «
W
W
W
W
Al
W
W
W
W
« m
p s
a
a
a
a
a
a
a
a
a
W
* O H
� •-
« z a
«
a
a
a
a
a
a
a
a
1 a
r
s
o
0
00
0
0
0
0
0
0
0
C.
0
0
0
0
0
0
a' *
0
0
00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
•N
i
«
F
«
«
« L
I .-I «
0
0
o
r o
0
0
o
r o
0
0
0
0
0
0
0
1 0
0
0
tD
* 3 A
1-1 x
o
0
0
0
0
0
0
0
0
0
0
0
0
0
o
O
o
0
o
+
b#
o
o
o
-
o
o
o
-
0
« b H
X x
W
x RI O
«
C>
« al R.
r
o
0
o
O
o
0
0
o
r
o
1
M
O
M
O
M
O
M
O
M
O
Cl)
O
M
O
m
O
M
z «
O
H
O
rl
O
r/
O
rl
O
•-1
O
.-i
O
N
O
rf
O
H
o
o
o
0
0
0
0
0
0
L
rt
i d •r1
# O
t
«
1p
tD
tD
tp
-
tp
tp
tD
tD
+ O
R t
« F .0
A f
N
r1
N
rl
N
H
N
N
N
14
N
O
N
O
N
O
to
O
* 1J
# 3 D
t
E #
01
N
0l
N
01
Ill
m
m
M
Vl
Dl
Ul
m
m
nl
Vl
D1
VI
k O .1
H t
Vl
N
Ln
N
to
N
U)
N
LnN
n
N
h
« t 3
O #
N
N
N
V)
N
k
z
* ------
—
—
—
—
—
—
—
—
—
—
—
—
k rl
I z#
I
I
II
I
I
* rt
s
M
P
N
m
P
N
m
M
m
P
P
N
I
M
# -H L
'U #
O
O
O
P
N
O
P
N
O
P
N
O
P
N
O
P
N
O
P
N
O
M
* 34 A
l+ i
# U
W «
—
I
I
, N
r
O
O
— N
—
— rl
m
i >
yl #
O
N
O
U)
O
V)
O
Vl
O
In
O
Ln
O
V)
O
Ul
O
w
o (7
# al O
W«
o
.
o
.
0
o
o
o
o
o
o
z
a H
* 041-1
# W
A#
#
N
N
N
N
(ry
N
N
N
N
� H
i to
w «
w
#
w +
-
•rl
i
±ml ,w7
(>j1, W
w*
P
m
rl
V7
N
h
M
O
P
V)
m
P
P
O\
nt
m
N
V H
+ d) 1d
�.' k
1D
N
m
h
lD
m
P
m
m
H
P
to
ri
rl
N
M
'
h
h
m
m
m
N Q«
z m a
W UI
*
x
+
D1
Ot
01
m m
m
m
m
m
m
>, Ma
*
k
—
—
—
_
_
_ _
Ul w#
1 d) t
,)
V)
m
1 V)
m
Lnm
, U)
m
I tD
n I
w
V)
I Ln
N
r -q
_
P
_
I m
w U
# b
> #
01
tD
o
Cl
W
o
01
ID
o
D1
.
ID
o
M
tD
o
M
-
W
o
01
tD
o
m
ID
h
In
aw
*;
m%
I-+
o
I -I
o
o
.-r
o
.+
0
>
i
U1*
1u�pa
W
il
U E
F z
« 1-I Elli
N
N
.�
tD
x W C4
t
.-i
f-1
rl
Iy
r-1
I-1
O
nr tH�
Q
* 7 R1
*
r7
H
H
N
N
.rii
14 fA
#
x
a v
* -----
—
—
—
D) z
«
i
o
0
0
0
0
0,
o,
—
0 1
0
W O
v H
x
#
#
«
0
0
0
00
O
O
O
O
3 O) F
* ca
+
In
to
u)
In
Ln
m
Ln
tn
Ln.
M z
# O1 Cu
t
N
N
N
N
N
N
N
N
N
Uu
w
t
#
�
I
I
0------
-
-
—
—
_
—
—
—
E W
« r
k
N
-
h
h 1
N I
.-t 1
O
N I
m 1
O
m a
+
+
.-4
m
m
� �Hr
« al >
*
Ln
P
In
m
r1
1f1
P
01
O
O CC
# L W
#
VI
h
N
01
O
N
f.) H
* rd .+
s
P
P
Ln
w
h
h
m
m
a
N
x 3 W
t
s
#
m
rn
m
m
m
m
m
m
at
>
t 4J
#
UI
Ln
V)
In
V)
O
Vl
N
Ln
tD
f C1 W
t
N
N
N
N
N
N
N
N
N
#
*
I—
m
* ------
—
—
—
—
—
—
—
—
—
3
k I
#
O ,
Ln I
Ln 1
O I
M
O
N I
N
—
—
N ,
*
d) t
O
V I
N
N
h
in
M
V)
P
In
tD
r-
t0
W
tD
V)
tD
O
tD
01
tD
O
tD
M
tD
tD
tD
O
W
n1
b
P
b
P
tD
O
O
O
O
O
-
O
-
O
O
1t)
N
O
a
O
N
O
O
O
m
0
O
O
tD
O
m
O
0%
ID
# > r-1
w #
P
P
-
Ln
tD
-
tp
h
x *4.
nl
m
01
01
01
Ol
01
D1
Q1
.I
+
U «
I
I
ID
# —_____
O
O r
O
O
O
O 1
P
P
tD
O
m
m
tD
P
r
m I
N
>
# O
4- -H
E«
w k
0
O
0
O
0
O
(D
O
0
O
0
O
o
m
m
N
.-)
O
0
h
0
h
o
m
m
tD
P
01
tD
In
H
D1
r-
# J)
1-1 «
O
O
O
O
O
O
O
O1
D1
O
O
N
N
N
h
01
h
h
W
k Id
W t
O
Vl
Ul
O
V)
r-
N
h
01
N
N
P
to
N
m
P
M
P
r7
# it
\♦
O
P
P
r1
V)
N
m
N
O
N
M
O
M
N
V)
H
h
H
Ik1
k U)
1
,-] «
'•/
r-1
r -I
N
H
m
.-1
Ul
in
"
tD
tD
to
ry
# a .r. *
O
O
O
O
o
N
« u a
«
k\
v#
w
w
W
-I
# m
a«
a
a
a
+ Z a
«
a
a
Cu
+
+
0
0
0
o
0
0
o
o
E
+ N
N i
O
O
o
O
O
o
O
i
+
o
O
O
p
O
1 0
O I
O I
ID
+ 3 A
-4 +
O
O
O
O
O
O
O
O
O
f m H
w♦
O
-
O
-
O
O
N
# W
i
p
« ro H
>< +
p
In
* M O
«\ F
I *
I
I
I
I
I
o
* L w
s
o
0
0
0
0
.0
-*
o
rh
o
N
o
M
o
0
i 01
'y +
O
.--I
O
.-4
o
O
O
b
= +
o
0
0
L
R v -A
i
tD
tD
tD
b
N
ro
+ x a
I +
I
R o
a+
o
C.
0
o
0
k L
+ 317
#
E «
m
cn
m
to
O
N
-
O
O
♦
to
N
VI
N
tD
N
to
O
* w
z+
1
+ ro
«
w
In
r
+ U .4
m) f
N
N
ry
.-I
N
O
N
tD
+ •'I a.t
+
0
0
0
0
m
+ u a
« -H
« H
N «
Ih
In
M
i U
w
+ --
—
—
—
—
— —
O
O
O
P N
F
« y W
* w
+
w #
W
*
- to +
o .1
«
«
•.i
« '� ri
t
tp
O
tD
to
oa
* 1 W
14
w+
O
H
N
o
N
O
N
h
> w
# 4 H
*
m
m
m
m
m
Z mN a
s w 0#
m
m
m
m
m
ul W
t
I y i
m
h
P
I H
rA
I tD
m I
o ,
>+
P
rn
m
Q Q
* ri ro
O
OP
> N J a
*
CA
N
#
I
V 5
+
=
;:t D: Q
k
I «
o
f"1 1
m I
In
<0
' z
11
%D
r-1
h
N
F z
3rogai
t N c/3+
i
cl
m
m
m
Sha.
,"
3 pq
♦
+
Cq j..,
t I
+
O
o
O I
o
o
VJ O
#
+
o
0
0
0
0
0 M
3 m F
+
« W
+
s
In
In
ut
to
Ln
Of w
+
N
N
N
N
N
U F
i U
#
.�
.4
sQ W
«
#
D. In
+
«
co
f I
t
0
n
cryo
m
N
h
}� H
Cn Q
# N
+ u >
+
«
P
h
m
o
r
H
r
s
F
-4
w
m
m
m
mP
W
« 3 W
«
m
m
m
m
m
—
a
t
In -
tD
N
P I
tD I
4J
:
O
m
m
o
r,
«
t
* I
+
m
b I
N
O I
O
+
CU «
tD
tD
r/
tD
m
W
O
O
O s
h
m
m
0
0
7
+ H>
0«
o
o
o
O
+ ml d
m
o
m
o
m
o
o W
o
m
i w
U►
m
U
m
m
m
m
H
# I
+
O I
H
rl
H
H
m
O
f
L
s C
«
In
H
tD
.-I
r
N
o W
o
>
+ O
*
E k
u s
m
r.1
N
o
N
h
o
0
« rt
w+
N
o a
o
W
coo
N
o
a
« L
\ t
h
m
co
ONO Q
m
H
w
# ca
«
a +
«
tD
tD
to
O. C# 0 0 0 0 0 0 o p o
o • -[ -3, U
u a ♦ '
r 3\
41 ♦ w W W
W w W w W w
m + m as a a a a a a a a a
W M ♦ O H a H H .-� H .-1 H r/ N .y H rf H .--, H H H N H
� •• z D. � s a a a a a D. � a a ,
• # 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0
• ---- — ——
+ 41 � .� ♦ 0 0 0 � 0 0 0 p, 0 0 0 0 0 0 0 0 p 0 0
r 3 A ; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o + ro♦ o o - o o o o o
o ♦ O7 o 0
ro N X #
U/ f m O R I
N♦ --- — — — — — — — — — — — — —
O t L w • O O' C, 1 O O O O O O'
.--� « j.. - ♦ O M O M O M O M O M O M O M O M O M
♦ 'j. • O H O C. N O .-1 O r1 O r-1 O .-4 O H O rt
u ♦ -i ro s o o - o o p o 0 0 0
1p l0 ID 1p ,D
f O p r
r °' r m n m r °, r as r m r m r o r
♦ O -•i H s to N m N U1 N In N Ul N m N 1n N Vt N b N
i 3 O ;
R z+
• — — — — — — — — — — — — ——
• a s .� .� .1 .� .1 N N
u C Al ♦ M P M P M P M P M P M P M P M M M N
♦ -.1 L 'Q ♦ M - M M M M M M M M
f •.i Ol O♦ M M M M M M M M M
«
U q H s
♦ w
m , m . m . m m r i t
n
M f H> L f o r o r o r o r o r p r o n o m m p m
C, (7 • u u df o o - o o
'J.. + (]. r-1 Q♦ N - N - N - N O • N O N N O N O N
F + U) W t
U1 ♦ r Ul • .
-� ♦ >. rl ♦ o M M Un m M m N m O v M U) m ' m l0 1 P
m W ♦ m w i m m m .-4 m N N .-i v UI O tp %D P O M P
_ _
Cl H • u 'O x k w N m r %D m Ln m M in n
N +'-t P P
N O f w C7 « m m m
Z m IX + i m m m m
C7 M CL a s ., ,
W N N N V1 N , m N Ln N w In %D 1n , M m %D O m
W U s b > ♦ .-1 w .-, w %D 1D m Ln m P
ro o o o o o o o
H H w� W • j 2 w f N O N O NO ry O N O N O N O .-f O .i O
3 D: O s m, m mm m
.2. W R ,-. # ID tD ID r- 10 m r. i
F z f u1 t ° ° r h (Nr
3 N 3 Ul .
D. 4)• ---___ _ _ '
y Z # . ♦ o o^ o —o- —— o 0 0 o p
In Q i i O O O O O O O O O'
u
3 Q, w ♦Ln N 0 O O O O O O
ULn Ln f .-� .� 11.LO moi .�-� N .�
ro w +
a q #
• ------
— — — — — — —
E y N o m ♦ i R M m. m , , — — —
ro a k a m o ,n f r. �D b,
O v m O tp
H H • H # r r m .-rM m
Qf
Q i U > ♦ - 1!
0 0. # L u # P r P r1 r1 N o N N
H F U) 1D h r m m m
D. R 3 W s m m m m m m m
F ♦ f m m
w a #
.7 ♦ . M M M , M M . — m - — m , —
M h
m m m m� m rD Ln
tr r r r r r r m m
♦ q �+ ; N N N N N N N N N
t ♦
co # --- — — — — — —' — — —
3 1 —# — O— — I n— — V l i o , r , O — r , r— — m—
♦ 4/ a O Ul N U7 r In M to ri In m %D .-1 ID P %D m ' lD
0 O lD n ,D N %D W %D
# H> O♦ - O O O O O O O
O # U w r-4 f N O P O N O O O m O O O r-
> p m O m O
m ♦ C w # m m m m m m m m m
.0 ;
i ♦ U ;
H ♦ - t 0 0 0- 0 0-
r 0 C. m m, r4 , M M H M , M r P
U R C • O O O O O O 0 m m r-1 O O O M M P r m
> s O E# 0 0 0 0 0 0 o to m P o m m P M
♦ r v «
# L rf # O O O O O O p m m p 0 V. v ..-, %D 00
W ♦ ro W k O N In O Ul n N In n P N !n r M O \D n N
,-7 # L \ t O v v ,'-, ,n N m N O N M H v N r h
H • U) ..a ♦ H r-1 '-t N N M N Ul Ln .-1 to lD %0
w 1 R
N
• a ♦
O
O
O
O
L)
+ a) N ►
w W
m
: m P. ►
o, a.
w
o
c�
z a
a a
a
w a
O
O O O
O
O
a}
0
0 0 0
0
0
E
t N N ►
+ N , ,-•t t
q
O O O
O
o ,
w a n +
0
0 0 0
0
0
o
« rot
o
o
0
0
o
R v �•+ tr.
N
a W }
p
x t
O
to
R O
CD
m 0
o
0
ID
r •.+ ro «
-
. 0
0 0
a�
v -.+ s
ko -
to
► o a}
• H .G n s
o
r m n
to
0
t L i
« 3 b «
O
r Ot r
D\
O
i O
t0
N N N
1!1
O
+ � 3 O ♦
o
+ ro t
tD m
♦ •r1 L 'd ♦
M
N1 -
t
+ faA H«
s C +
m o
Uh
O
o o N
o
O
C! C7
+ v v C4 •
o
- o
0
O
v H
+ y W a
m W
r Ol W +
to o
%D
nt
Ln
> W
t G H s
m
m
m
m
N O
+ W !.7 i
m
at
of
m
Z m a
+ }
0
H 11
--
—
— —
to W
♦ v s
rn
NI m m
Ln
o
A a
h
o o
-
a ••wF
♦ u v •
o o
-
W
��+ ,qv can F
i s
—
7 a 0
z w
F z
• s
« + W t
N
r
,+)
N
o
Ol
o,
a 3 ca
+ > D. }
.4
3♦ RI
+ a
,
U) 2
► «
0
cn O
s ►
0
0
0
0
v H
♦ +
3 m F
• Ws
0
0
00
Id
• a Cr. h
to
to
w
to
x w
U ♦
.�
�+
U F
+ s
ro W
• h
E W
♦ •
M ,
m
tD ,
m ,
to a
+ +
r
r
N
N
it H
En 2
R la }
a u > «
O\
ri
(1
In
o a
R +� u k
N
r�
In
n
k F
♦ ro t
to
m
m
m
m
m
m
m
F
+
W
t i
a
t x «
m
m
N
N
Ln
} h
3
* +
• }
M ,m
O
O
• u►
m
tD r to
0
0
LL a
m
tD ch b
O
O
• N > O }
O0
O
t U U H}
Di
O Dt O
O W
O
'U
« > r1 y«
r
r
m U
m
to
► G W ♦
m
m
m
L
♦ G ♦
r
M to
O W
O
>
f O t
t •r1-
m
w
m r N
O
O
+ i.i r-1 h
In
N W f'1
O a
O
W
♦ N W♦
O
e-4 .--1
N a
N
a
H
L �«
. u) a «
m
to
m
ID
m a
\D
m
lD
w
+ a
" .0 f
O
O
O
O
O
OO
O
0
ry
# U a f
_
-
• 3\ v«
W
a a
a
W W
W
W W
v
14
W
« m n+
* 0 if *
a
a a
a
a a.
C7 •-
s z a E•
r-1 H
r-1 N r-1 H
H H
H
14
H r(
H r1
k
a
a
a
a
a
C/
* +
0 0
0 0
0 0
0 o
O
o 0 0 0
0 0
0 0 0
* a W. t
o 0
0 0
0 0
0 0
0
0 C. 0
0
0 0
0 0 0
F
+ +
b
t L .--4 i
t 3 Q
O O
O O
O OO
, O
O
O O O
O
, O O 1 O O O
o
t
0
0 0
o O
o 0
0
0 0 0
0
0 0
0 0 0
ro s
o
0
-
0
o
p
0
0
0
0
N
+ m t
T ro �( x ►
N+
— ----
—
— —
— —
— —
--
0
p
o
0
0
0
o
o
O
M
O
M O
M O M
•--1 O r-4
O
.-1 O
.--1 O H
4.1
k OJ 1
b
b
ro
+ x Q «
b
b
b
ID
k a «
.
,
—
♦ 0 Q k
0 a
o v
o v
0 v
o
a o M
o
M o
m
s u s
6 #
0 0
0 0
-
0 0
0 0
0
0 0 0
0
0 0
M M
0 m 0
N k
b M
tD M
tD M
b M
b
f 3 O t
M b ('1
b
M tD
M .f7 M
s ro T
f U v#
m
N M
m
H M
m
m
m o
'
0
(n m
.4
♦ -.1 lJ Ri +
b
b
'-1 M
bko
1-( M
H
IDb
M 1--1 V•
.-(
'T rt
M N
b
v O#
f 14
M
M
M
M
M
M
M
M
M
+ U w #
M
# 14 > U+
0 C)
* v v
O O
O O
O O
O O
O
O O O
O
O O
O O N
P, *
o
p
p
0 -
p
0 -
0
0
o
V, H
#
M
M M
M
M M
F
s W W
co
« W «
C H
« —
— —
— —
— —
— —
—
'
O .-7
s t
1
1
1
1
1
— —
— —
—
— —
m
>---
w
M m
ro
b
r H
m
.n M m
,-.
1
0 �
.
w
co a
Ot rs
t H w t
,.n-
-
V' N
b '-'
r
b '"' H
b
b N
N 0
b m N
W H
« vis x*
r N
o r
r m
Ul m
M
.-1 Ln r
N
-
N O
f W U' t
ri V•
V.
Z m x
+
m
m
m
Ot
m
m
m
ch M a
+ #
—
—
_ —
_
_
_
W U
v
« .ty 4.' k
>
m .n
m . In
m .n
Ol . .n
m
_
b N tD
_
N .
_
a H m
Q Q,
# .--1 ro f
N p
b 0
N b0
N
N
b M%0
M
b N N O to
4.x
N0
N O
N O
Ob
O - O
O p
H SI C4' W
w*
N0
N
O N O
N0
N
O N O
> v a0
t v,+
H w E-
L)
U O
I
S a o
Z W
+ R
n
L
Ln
_
_
_
N
—
_
�.
m
2
# rem #
•-i
.•(
.-+
14
.�
cola
m
M
NI
i� -r a Q
i > w *
H
,N-(
PN-(
�
(
ri
ri
rl
a 4
* ------
—
— —
—
—
W `I.
U2 O
« i *
+
O
O 1
O
O .
O
O 1
O i
O
Cl '
#
O
O
O
O
O
O
O
O
O
0 z
+ d PA,. r
n
r
n
'n
cn
.n
r-
.n
W
U
H
N
r-
u
s ;
114
.�-�
'r-(
ro w
* *
a Q
« «
R -- _
—
—
H H
* N f
O
m
> T
r(
L d *
.n
h
Un
M
.-I
M
O
14
N
a
* 3 W k
v
m
m
m
m
r
r
m
m
m
�+
m
m
m
m
Q
t s
a'
m 1
[� .
b
>
.lC
U _N
o
-IV
0
0
0
0
0
m
o
t F
0
o
N
* v w +
M
M
M
M
M
M
M
M
M
E
+ R
T l R
—0—
s
f k
O
In 1
to
O
—O t
O,
H 1
r ,
L
# v*
01 ((1
N Ln
r In
M m
V. (n
m b
b b
.-( tD
O b
0
# L Q, t
* N>
O tD
m b
O b
M to
V tD
O tD
N b
m b
b b
O
O+
i v
0
- o
. 0
p
p
p
p
o
O
v r� T
W �+
N O
m
a 0
-
N o
-
o O
m O
b
(D or
r .
O
r
m p
r
01 0
f
V.
rn
m
m
m
m
m
c.
m
L
m
+ ------
— —
— —
—
'
'
'
$4
L
T f
« C
O, O
O. O
O 1 O
O N
m 1 0
O 1 r
r 1 0
N m
o o
>
#
t O +
O O
O O
O O
O O
O N
N h
O V
v m
M b
O ,--1
O O
O O
O to
w M
O ID
b b
M N
w r
•
* L ,--( +
O O
O O
O O
O r
r N
O !n
to m
N m
O
W
# ro W R
O Ln
In O
(n r
N v
b .n
ry m
O v
{f1 O
m
b M
l.J \+
O V'
V` �"(
to N
m N
O N
M O
v N
b .i
r-
14
M H
Ln
In ri
tD
ID
t0
N
Q,
�• R
O
O
O
O
O
* z a
� «
a
o.
a .-r
#
i
O
O
O
O
O
O
v
* a
a+
o
0
0
0
0
0
E
i N
N +
F
*
%
♦ L
,�%
p
O
O
O
O ,
O ,
to
t Q
r-1 i
O
O
O
O
O
O
O
f
ro i
O
O
O
O
O
+ m H
W +
•
N
« m
*
O
# ro f4
X t
O
N
k M Q
+
r1 1
+ \ E
o
+ a) w
+
0
0
0
0
% U)
z«
L
« m •r1
«
b
In
b
Ul
ro
* x Q
f
# a
«
,
i o
Q. #
* F A
O*
b
11
Cl)
to
m
o
t L
* 3 v
t
E
m
O
mO
m
O
% O •0
N#
t!1
rr-
1;
M
N
O
* 'i 'rO
#
O
« w
, z-4
v— --z
—
—
—
—
— —
— —
.
f
t ro
«
b
m
O
H
b
• •,1 a�
b .
b
ID
b
b
V�
i H Q
o +
is #
r1
In
* u
w +
1'•1
i i1 >
L«
O
frl
O
V'
O
O
• z
R in r-/
Q R
1'1
r•1
a H
+ 7 W
F
R m
w %
C-0
#
U) +
o a
#
+
m W
+ W
*
w %
o
o
.-1
o
-4
m
v H
% C) b
x.
to
to
> w
« }1
«
m
m
w m
m m
N• O
z m a
# W C7
#
*
#
m
m
m
m
m
b
W
O
Q Q
+ r1 ro
a#
p
O
H Haw
+ > x
w *
-
H
p� m H
+
s
o: o
+
t *
N i
In
b
O
I z W
«
«
m
r7
m
rn
H z
3 .-1 j• H
R v w
+
o
o
m
C7 •.a
%
%
av
------
—
—
—
v1 z
• r
+
0 1
0,
o
0
to O
R
*
0
0
0
0
N H
#
}
3 bl F
+ W
%
to
to
to
to
rd z
. ow
%
n
r,
r
ti
#
i#
IA 1
4
to ,
•--1
m
r7
o
r
r--1
01
*
N
m
.0
E
% Iu6 rv1
#
m
m
a
« 3 W
«
m
m
m
m
+ C
%
m
b
o
r
>
b
m
wH
%
+
1+1 ,
N
o
o,
+
v#
b
/D
1`
b
O
O
JJ
t L
m
b
m
b
O
O
O
t N m
11 #
m
O
m
O
O Al
O
b
% p .--1
to «
t-
1`
-
m V
m
m
t O W
s
(A
m
m
m
11
+ 1
«
O 1
m
m 1
N
O i z
o,
1`-1
N
M
b
O W
O
O
O
% L
r•1 %
m
to
LO
-W
O
O
m Q
m
H
w
+ U)
s
a #
«
b
b
b ',3
%o
.+
. P, .0 •
o
0
0
0
0
0
0
0
0
w u GL a
m
« 3\ tU ♦
W W
W W
W W
W
W W
m �►
a
a
a a
a a
a
a a
W Ul
♦ O Sa *
.-1 H
ry H
H H H
O -
« z a F#
a
a
a a
a a
a
a a
a
s ♦
0 0
0 0
0 0
0 0
0
0 0 0
0
0 0
0 0 0
y
E
r a a•
N N w
0 O
0 0
0 0
0 0
0
0 0 0
0
0 0
0 0 0
♦ L . H I
O O
O . O
O O
O O
0-0
O O
O
O OO
O O
ID
r 3 0 H♦
0 0
0 0
0 0
0 0
0
0 0 0
0
0 0
0 0 0
o
O
♦ ro+
a v H (L r
o
o
o
o
O
O
O
O
O •
N
♦ m i
ro H x +
to
« CD O
N1
------
\ F
♦ a
—
— —
— —
— —
— —
— —
— —
— —
— —
o
w u W a
o
0
0
0
0
0
0
0
0
.a
. ,r =•
o M
o M
o M
o M
o
M o M
o
M o
M o M
o
o H
o H
o H
p
,-r 0
o
.-! o
v
♦ -. ro ♦
o
0
0
0
0 0
0
0 0
ro
a
x ❑
b
b
b
b
tp
tp
ID
b
b
f F 4 ❑+
n o
n o
n o
n o
n
o n m
r
m n
m .* m
f U t
O\ M
lT M
O\
Y O
• — 3 O
M
Ln M
in M
Ul M
Ul
M Ln M
UI
M U7
M U) M
♦ 14Z t
,
• ------
—
— —
— —
— —
——
— —
—
— —
—
♦ .i , z s
,
i
,
,
-
—
1 ro +
to
U)
to
to
La n
n
b , b
• U •C O♦
b M
b M
b M
1D M
b
M b M
b
M b
M b N
u 'O ♦
m -
m -
m
m
m
m
m
m
m
w -•-I 0 O#
♦ H A N♦
M
M
M
M
M
M
M
M
M
r U W +
♦--—
—0
— —
—
— —
—
— —0%
—
r _j- Y
1 O—
. O—
, O
,
O . m
,
m
—
. M
M
a 3.1 > L+
O M
O M
O M
O M
O
M O N
O
N O
N O p
o 0
♦ a N a+
o
o
o
o
o
o
o
o
o
•Z
V' H
♦ LL r1 A+
R a w •
M
M
M
M
M M
-
M
M - M
W
# to
-.i
• >� r-1 ♦
Ul M
n to
N b
m •Q,
H
M P m
N
\D 01
N .-! O
to w
N a
♦ i11 W i
a H w k
n m
w H
m N
O O
H
n m H
O
m m
N H M
U H
a U b x a
n N
O n
n m
b m
P
H Ul b
N
M
H m
>
Ln
b
n
n
m
m
m
N o
Z m a
t W (7 r
. ♦
Ol
m
m
m
m
m
m
m
O M a
. •
,
m .
W C.1
• b >♦
C b
7 t0
V. b
V' l0
v
to v b
a�
b V'
b N UI
in Q
+ N ro Q*
0
O
O
O
O p
0
O O
H3� a ttF.l
«; W [L «
N O
N ON
O
N O
N
O ry O
N
O N
O N O
> W 5 a
a to ♦
.
H•?toF
# +
U E
�ao
• w
�,-
�-
�,-
o
,
•L W
F z
♦
s r-t En r
U)
to
Ln
Ln
Ln
ID
%D
Ln
Ot
3 r-t Q H
♦ W m *
N
N
N
N
N
N
ro3 to
C7 �
to z
v s
o
O
o
o
0
0
o
O
o
to O
U H
w •
+ +
0
0
0
0
0
0
0
0
0
3 m F
* to ♦
0
0
0
0
0
0
0
0
0
ro z
* Of DL +
0
0
0
0
0
0
0
0
0
Y w
u F
♦ U a
+
N
N
N
N
N
N
N
N
N
ro w
LL ❑
t #
—m7
E W
♦ , ♦
o
to
to
o
n ,
—
m a
* a
o
N
nv
M
n
$4 H
* H •
♦ U > +
M
N
M
tMp
In
Ln
v
m
O
* L tU +
Ui
m
inIn
N
i. F
♦ ro .-+ *
v
v
to
w
r
r
r
coo
m
a
F
s 3 W ♦
+ +
m
of
m
rn
at
m
m
m
Ot
W
+ +
—o
a
s
o
0
0
0
'
to ,
O
o
o
o
O
w
m'
m
N
>
_
41 C6 F «
M
M
M
M
M
N
N
N
O
M
M
M
M
M
# +
g
* a
3
+ , r
o '
ut
v> ,
o ,
n !
o ,
H ,
n ,
w ,
a u♦
o to
N to
n ui
M to
b to
m b
b b
M b
to b
L
+ U
O b
Of b
O %0
M b
M b
0 b
N ID
+-1 b
p• b
7
0♦
t N> O♦
O
O
OO
O
O
O
O
O
NO
O
O
O
m O
O O
b O
m O
Ot O
cn
v
v
Ln
%D
kon
n
n
n
m
ri
♦> W *
a H *
m
m
m
m
m
m
m
t
♦ U #
U
1•
♦----+O,
C*
O
O
O O
O b
b O
O H
H V
QI M
n b
>
♦
+ O E♦
O
O O
O O
O 0
O O
0 O
O n
O v'
n
p to
0 b
,..t
b b
LA e
m N
M M
k L .--! +
0 O
O 0
O OO
tC
M
O
v'
m
n Ln'
W
* m W f
O Ul
O
UI n
N M
Ln b
Nm
m
m
m
m
M 01
M IA
a
• aJ \*
O Q
P .'-,
V
m Nm
N
0 O N
M at
N N N
Ul H
n
it.
• r
H .-t
N H
M H
m
U1
b
b
b
N
• d c♦
-ri U
O
O
O
O
aj w ,
r 3 o N s
w
w
o,
+ to a♦
a
a
W V)
-
r O
T z GL H
O
D.
r
♦
+
0
0 0
0 0
0
u
+ a uC
o
0 0
0 o
p
E
t N N +
F
R «
r r
L' r r-1 ►
O
O O
O O r
p
0
0
-
0
0
N
+ m ♦
0
s rO H X t
p
r
r r
r
0
0
o
O
-►
o
r) o
n 0
0
m¢+
b = s
o
-
.+ 0
0
.+ 0
0
0
L
Cl -H
:
%D
- lD
N
m
x Q r ►
,-,
s O LL
• F .0 q s
m
m rn
m in
o
s E +
-
0 -H
O s
in
m w)n
o
+ 3
, w z ►
,o.,
+ rp +
r
m
U ,C cu r
1D
.-1 r0
O tD
O
m
Ln
Y id Q 3 R
Y 1�♦
ID
r r -i i
r
m+
l+ > u s
o
v)0
r C>
0
O Ur
+ v Or +
O
O
O
O
z
v H
♦ LL ,, Q t
t 7 W
n
r�
F
s W w •
w
t CA f
1r
�
o ato
♦ +
•N
1
a
U) W
• W t
In
v
U H
+ U
v '0 ♦
Ln
LA
�p
> W
+ C N r
m m
m
.0
m
m
N O
Z m a
T W C7 +
« t
Or
m
a)
ON
—
(Q W
T Ol #
rr) r m q•
r rrl m
O r
O
m
lD
O
O
a •• w F
r 0 d
>m D,
> v D a
. m «
H A w F
I+
U E t)
♦ — —
—
—
—
7 a O
f r .
M
o r
rn
a
r z W
Fz
s.
+ .qui Y
c
d
N m
♦ s
r
NO
+ ------
—
—
—
—
w z
+ r +
o
o
o
o
� O
+ s
o
0
0
0
3 Q) F
* to f
O
O
O
O
m z
+ Co w «
0
0
0
0
U F
U *
N
N
N
N
b W
1 #
O. Q
♦ .
E v!
R r ♦
tD
N i
r
n r
)a a
+ ►
m
r
N
w H
IP Q
+ H s
♦ d >
m
kD
m
dr
O lir
f yJ U s
r1
t'1
r1
ID
14 F
s (0 r� R
m
m
m
m
a
F
♦ 3 w +
+
m
m
m
m
w
a +
q
► .0 «
�D
O
10
N
>
+
u)
r
m
a.
♦ s
3
R ♦
r
—0-
3
s +
y r
W
p—
k C7 +
N lD
1p
lD O
O
L
i
+ L (]r +
+}+ > O s
m w
O
01
to O
O
O
O
♦ O) O1 r-1 f
O1 O
T
O O w
O
U
m
m
+ C W •
m
m
a. z
m
.--1
♦ H .0 ♦
ud�
la
► r R
M r
ri
m O i ,�
p
L
+ G +N
Vr
V1 O W
O
>
r O E+
T 4J
M m r-)
-
ID
rn o
p
+ u .� .
r� .y
a
ui o ,a
C.
W
s#
► b W
01 N
H
N a
N
a
r s
n
m
m Q
m
C4
+
ID
)D
IO
•+
+ 0. X♦ 0
0
0
0
o
+ .0 -.l U
0
0
0
0
0
Y
W
W
W
W
W
W
W
W
m
+ $4
p
n
W
0 �
t z d
••
+ + 0
0 0
0 o
O O
o 0
0 0
0 0
0 0
0 0
0
0
0 0
0 0
0 0
0 0
0 0
0
F
• t
,
b
1 L i ri a O
• 3 q r
O O
O O
O O
O O
O O
O O O O O O O
CD
.--� o
0 0
O
o O
o 0
0 0
0 0
0 0
0 0
0 0
0
O
f U H IL +
O
O
O
O
O
O
0
,
w ro u X +
to
+ Cl O f
'
�
'
,
I
— —
— —
— —
—
O
-i
i 1J IL + p
O
O
O
O
r
+ .0 = • O
M O
M O
M O
M
M Oto
OO
OO
O
Cl
ZO
t
n O
- O
r
o
O
M
H
p
rp
r0
O
o
,D
ID
w
s 0 Ol «
m
.-r m
H m
H m
.� m
m m
m m
m
+ u s r
r 3 TI E r
m r
m h
m h
m r
m h
h r
h h
m
h b
m
r
H+ In
T 3 O +
M l!1
M Ln
M W
M LO
M N
M to
M Ln
M N
M
► m z.
+ ---- — —
— —
— —
—
'
`
'
_
r ro +
+ U .i 0) T M
m
N M
m
N M
m
m
Nr01
T •J L ► M
N M
M
N M
M
H M
N
M
M
M
M
M
♦ U R. r
M
• ------ —
► i/ > L 4. O
— —
m O
—
,
'
`
_
r
O
+ U U C1 # O
O
m O
p
m O
m O
m O
h O
h O
m O
m
p
o
o
- o
o
o
U]
+ U) t
C H
f-- — —
— —
— —
— '
o a
--.
—
— —
— —
— —
— —
— —
-m
W
t >y rl s
s 01 Al
M P
N m
b P
P m 1
N
Ln
f 1n
m P
N t71
N m
O m
[� ID
N
o
ry
v H
> 4.
♦ d •d k m
N H
h m
m b
m P
.--1 b
b M
H P
t C it + P
N
Ln
r
m
m
r-1 b
N O
z m a
s W 0 r m
f r
m
m
m
m
m
m
m
m
m
c� M a
•
to W
W U
+ 6) + O
+ •d '
N O
Ifl O r
— —
— —
r
—
— —
Q# r
b0 h
b0 r
b h
b
b h
b r
b r
b P
V1
a W
N
0
O N
0
O
0
o
lad 11
N
O N
O N
O N
O N
O
—
,
r
T a o
r z W
« a m
+ ., +
m r
m ''
—
m,
m
—
m r
—
0 r
m
H
s .a te w
r,
,�
H
N
N
N
rn
H
i 1 a N
f N Ll i M
M
M
M
M
rd 3 C/)
+> R s H
�
N
M
M
M
N
C7 .,i a
H w
• w
+
r-1
.-1
.-1
,-i
H
a v
► ------
—
U) z
CO O
a . + o
s
C>
o
—
o —
—
o
--
— —
— —
—
U H
s 0
+ t
0
o
O
o
O
p
m z
: w :
on
0
0
0
0
a m
m
V)
0
LO
0
0
-se WU F
i U N
N
N
N
N
N
N
L
ry
N
N
ro W
+ +
lid 0
• ------—
r
+ r ►
— —
m.
— ——
m r
M -
— b -
— � —
,
— 0 -
— Ln
— m -
ll H
,M.l
w u + m
n
N
m
N
Ol r1
s U > t
rml
b
0
Ln-
P
N
M
M
it F
+ ro r--1 T P
P
rn
D
h
h
p
m
N
a
T 3 W t m
m
m
m
m
m
m
m
m
F
W
T +
• + r
,
m
m
a+------
—
— —
— ——
—M
ra
♦ r w M r
M r
M 1
,
—M _
—H -
—H i
—� -
—H —
>
m
m
m
m
m
m
m
o
h
w a F s
r
h
m
m
+ C7 W + rn
M
M
M
M
rel
3
w i
U)
i ------ —
— —
—
o r
� ,
� -
— o —
'
— M -
— o —
r
— o —
— b —
— —
co '
+�
t L * 00 U1
N In
r 1J1
O,
M 1l1
h In
m b
N b
M' b
rrn l0
T k> O w p
M b
M b
P t0
b b
P b
b b
0
« v d r-1 « N O
P O
N o
O
O O
O
m O
O
p
p
U) .0
t C
b
O O
b 0
m O
m O
w m
+
0-
m
m
b
m
r-
m
m
m
m
N
+ + o r o
p i M
P b
0 r -1
N, M
In r h
— —
N N
O o
O O O
O O
O O
O o
O
LO
Ln.
r
O
O M
M b
O m
m b
P W
,P.l
W
w ro W
m
m
In LO
ra
w O rfl
+ L \ t O P
to O
P
In h
Ln
N M
VI b
N m
O r
m m
b P
In
r-1
r-1 .i
N
N --I
m N
O N
M m
M N
In rl
h
)Hi.
r
M N
Vl
In
b
b
b
N
+ O t r O
O
O
+ u w +
s 3 \ v ♦
W
m
m p «
w
c7
+ z a E.
a
r
o.
r
+ + 0
0 o
p
o
0 0
0
E
• N N
F
s r
r r
a L r r-1 ♦ O
, q •--, « O
r O O
O O
O
O
C>
O
O
r ro♦ O
+ U t-, w ♦ -
O
-
O
N
• f0 +
p
♦ ro H X «
o
III
+ Im Q ' ♦
r
N
f \ F r
O
+ J -I w « O
O
O
r -I
+ •G -+ o
r•
M o
0
i m z s o
o
0
al
f •., ro o a
O
ro
« xa r
,
• o a.
r H .0 q} In
m m
o
s u r vI
s 3 'O E +
Ir M
-
o
O H ♦ m
M In
o
r .,3 O s
o
• w z +
.-I
f N ,Zr ♦ ,
r
r
+ ro 1
m
+ U .r; N♦ M
o M
m
+ ..a a.I •O t M
M
V1
+ -+ N O « v
e
♦ H q H s
♦ U w a r
M
+ H>
0
o
v +
♦ W r
H F
t fn W ►
2
w
« v1
o .4
« t
w
H 0
p
a Q1 W = M
f H w +
o M
ID
71
>w
f C H A m
m
m
r', 0
Z m x
s W U • m
f t
ON
m
O M a
to W
« 61 , o r
mp—
N
O
O
q
o
a '• w H
H H 19 w
f Q1 W N
t> x
O N
>+qcoF
Cl)
+
w o
o r
a r
M r
z w
r ♦ o
v
M
H z
= rA t
3 .-I Q H
f W n, , N
.,
H f0
• r r
r
—O
En z
-
• , ♦
0-
O r
w O
+ « o
0
0
3 Ol
+a o
CO
0
0
ro
+ 0, w + In
In
In
x w
U
t u N
N
N
ro W
« «
W q
• s
,
E w
« • o
o
ro a
• ♦ m
M
N
H N
Qt
♦ H t O
s U > •
M
p
O 9
• ij • .T
yr
H F
rN
t ro + ♦ m
m
m
w
+ 3 W • m
m
m
H
s s
W
+ s
r
« u w « v
c
n
s t
+ R
i
3
+ r R r
o r
o—
i d a M10
O
O
m lD
o
O
7
• H > O } o
O
• u v �• m o
o W
o
N s t`
m U
m
N
♦ H j+ }
"•i
t r U +
H
r r ♦ v r
o r z
o
>
M Iw v
s O E« v In
o w
o
o
0
« u ,� • o m
o a
o
w
• ro w R .a
N a
N
a
L \ A Mw
I'i
• w a • Io
ko 3
tmo
w
A
'�
• O•
0
0
0
0
0
0
N
R V w «
.
+ 3\ v t
W
W
W
W
W W
W
v
m a+
a
a
a
a
w a
a
* Tr
.--f H
�i H
•--1 H
r-1 M
.--1
H
e -i
•--1
O
--
z Dr ►
+ «
0 0
0 0
0 o
0 o
o
o
o O
o 0
o
0
uv
E
+ a D: ►
« N N «
o o
0 o
0 o
0 0
0
0
0 0
0 o
0
o
F
# «
1
1
I
* —
—
—
—
tD
# 11 1 H R
* 3 q
o I o
O O
O o
O I o
o
o
o O
—
O 1 O
O
o
O
14 s
♦ H w+
o 0
0 0
0 0
O
0 0
O
0
O
0
C. 0
O
0 0
O
0
O
0�
O
o
u1
♦ is 0 X t
+ LO O #
o
I
M j w
*
00
O,
O'
O
O
O
O
O'
O
HO
x._
M
O M
O M
O M
O
m
o M
O M
O
O
w
+ m z#
O N
O .i
O ri
O 'i
O
-fI
O '-1
O r-1
O
O
* -4 ro = t
o
o
o
- o
o
0
0
kD
to
ro
t x q s
1
1
R o wt
I
I
I
I
I
a F �C q s
In r
rn n
m r
In n
In
r
v> H
en ,•�
�
o
# v t
t 3 b E *
m o
m o
m o
m o
m
o
v o
v o
M
o
« Q •.� i1 #
P In
P en
P to
P 1n
v
M
P u)
P In
P
O
« w z +i
1
1
I
�
— —
— —
— —
« ro s
s U ,� ro s
o
r o
0
n o
0
r o
0
r o
o
m
o
+-Hu V«
0
0
O
r
O
o
r o
O
r
o
r
N
+ i, P4 7 f
H
1-
11
. �
�
r;
�
O
n
t -rl N O R
« q N #
If1
In
1n
N
1!1
N
N
Lo
« I w R
U
1
« -- —
—_
—
——
1
M
R r t «
« $4 >
r
n
r
n
- r
-
I
0 p
4J f
+ m el LL+
O O
o
O O
o
O O
0
o O
o
O
0
O
o o
0
O o
0
O
0
O'
0
z
P H
« GL '-1 q f
R :$ W f
In
W
N
v;
rn
rn
in
H F
# W W «
W♦
W
--
— —
— —
— —
— —
—
I
I
o a
I s
I
1
r
-
—
—
—
—
+
R >, i f
o m
N rn
n %D
m r
o
m
m P
1
N r
o
1
r
m
m W
« bl W «
o m
m H
o NM
Ln
m
-f
o
O H
t W •O x s
O N
N r
O m
m m
h
co m
r
w
> w
► > 1 #
Ln
rn
LD
r
r
m
m
O
m
N O
Z m Ix
t W C9 s
# ♦
m
m
m
m
m
m
m
m
m
(, M W
# f
to W
W U
♦ C/ s
m 7 In
M I In
M r m
m In
m to
m l b
m 1 b
m
— o-
« >#
m %D
m
%D
m
b
m %D
m w
m
O
N O
N O
No
Hq N r4 W
+ 9 x w+
N O
N
O
N O
N O
N
> a1 r7 a
k fn «
H u3 F
# «
I z W O
t r #
r 1
q.n
P
P I
m
m r
P
yl -
r
n
m
m
r
m
3 H Q M
: N *
a
m
In
In
M
m
M
M
V .roi S Q
* > w
r-4
r -I
1
14
it (D
t «
W zt
V) O
I «
+
O
O
O
O
O
O
o
O
O r
m H
#
♦ «
0
0
o
O
o
0
o
O
o
3 m F
* W +
0
0
o
0
0
0
0
0
0
ro z
s d w t
In
m
m
In
In
v1
In
In
In
u w
r
m
m
m
m
M
m
m
m
m
ro w
f #
a q
« r s
I
r
r
E cn
ro a
# -- R-
+
N 1
O I
O I
{()I
P I
�
H H
t
« H t
%D
o
m
m
m
m
M
tD
m
m
f ro> t
14
m
al
o
m
o
M
o
f ,� v R
n
at
r
In
v
N
v
In
O
a
s g W t
P
m
Ln
tO
r
n
m
m
m
>+
f «
m
m
m
m
m
m
w
♦ t
I
—m
—m-
—N
,
* % «
1
w
N
N 1
—H-
—H-
—m-
—v r
>
o
w
0
w
0
10
tD
.i
rl
'D
m
R aH {
0
0
0
0
o
m
♦ W w f
In
in
to
m
Ln
an
In
In
a
3
# f
,
—m
—o
',i
► #
* v#
O
{n I
to ,
O I
-
r
—o
'q.
-
—o —
L
♦ L d t
O In
O %D
N In
m w
r U1
O wM
m In
l0
m
m
to
to
m lD
O w
N
m �D
O
O
Q►
O
O
O
O
O
O
O
•li
N O
P O
N O
O O
mO
O O
m O
O W
O
♦ > H Uj #
P -
m
Vr
Ln
%D
\D
r
r
m V
m
m
m
m
m
m
m
m'
•ri
t I U #
r
,
,
r
am
s+
# +
o l o
0 l oo
r o
o M
m l
r
o +
m
o
1
aJ
t «
O O
O O
O O
O M
1n
P
O N
N r
O' W
O
>*
O
Cl O
O
%D
O
O
♦ 1J H#
O o
O O
O O
O N
N
r
O m
M w
O a
O
N
O
en r
N r
m
N
N r
m N
N j
N
a
H
L \♦
t fD a#
O P
P N to N
m P
N
M P
r
W rj
m
w
f #
ri
-f H N H
m H
M
In N
b
l0
rD
AREA 2
Rational method, 100 year storm
Yb calculation
AREA 2
Rational method, 100 year storm
Yb calculation
AREA 2
m mm=gym
mom
e �rw
mums~ if 60 1
• :�rrrry�
-,O%iA � w
ALLAIIIJ ENGINEERING
Clv9 EogNEe,ing - Sf Se A— - Iand Planning
a 8753 Stena Av®m
F®tans, CeWomfa 92335
(9(19) 358-1815 Fes (9m) 358.1795
framm�a !t\C;.q\1BOOJ�iT�U. �OQi&15�FfQN 6'A-2tov.d�
s
****************************************************************************
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
************************** DESCRIPTION OF STUDY **************************
* MASTER PLAN OF DRAINAGE
* 100 YEAR STORM
* area 2
**************************************************************************
FILE NAME: MASTER22.DAT
TIME/DATE OF STUDY: 12:36 01/24/2007
-------------------------
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--------------
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE
= 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) =
0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW
MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES:
MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE
FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT)
(n)
-- ----- ------ -----
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
-------
0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
0.018b
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
****************************************************************************
FLOW PROCESS FROM NODE 1160.00 TO NODE 1161.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 910.00
ELEVATION DATA: UPSTREAM(FEET) = 1005.00 DOWNSTREAM(FEET) = 990.00
Tc = K*((LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) =
13.494
* 100 YEAR RAINFALL
INTENSITY(INCH/HR) =
3.011
SUBAREA Tc AND LOSS
RATE DATA(AMC III):
DEVELOPMENT TYPE/
SCS SOIL AREA
Fp
LAND USE
GROUP (ACRES)
(INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE"
A 1.70
0.80
RESIDENTIAL
1-5-7 DWELLINGS/ACRE"
B 13.70
0.45
SUBAREA AVERAGE PERVIOUS
LOSS RATE, Fp(INCH/HR) = 0.
SUBAREA AVERAGE PERVIOUS
AREA FRACTION, Ap
= 0.50
SUBAREA RUNOFF(CFS)
= 38.34
TOTAL AREA(ACRES) =
15.40 PEAK FLOW
RATE(CFS) _
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.50 52 13.49
0.50 76 13.49
49
38.34
FLOW PROCESS FROM NODE 1161.00 TO NODE 1163.00 IS CODE = 62
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
UPSTREAM ELEVATION(FEET) = 990.00 DOWNSTREAM ELEVATION(FEET) = 976.00
STREET LENGTH(FEET) = 1710.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 22.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0180
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) _
***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.72
HALFSTREET FLOOD WIDTH(FEET) = 24.44
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.84
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.75
STREET FLOW TRAVEL TIME(MIN.) = 7.41 Tc(MIN.) _
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.315
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 22.60 0.80
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 7.90 0.45
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
65.60
20.91
Ap SCS
(DECIMAL) CN
0.50 52
0.50 76
71
SUBAREA AREA(ACRES) = 30.50 SUBAREA RUNOFF(CFS) = 53.85
EFFECTIVE AREA(ACRES) = 45.90 AREA -AVERAGED Fm(INCH/HR) = 0.32
AREA -AVERAGED Fp(INCH/HR) = 0.63 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 45.90 PEAK FLOW RATE(CFS) = 82.55
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.77 HALFSTREET FLOOD WIDTH(FEET) = 27.19
FLOW VELOCITY(FEET/SEC.) = 4.15 DEPTH*VELOCITY(FT*FT/SEC.) = 3.20
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 1710.0 FT WITH ELEVATION -DROP = 14.0 FT, IS 55.6 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 1163.00
LONGEST FLOWPATH FROM NODE 1160.00 TO NODE 1163.00 = 2620.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 1163.00 TO NODE 40.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>>>(STANDARD CURB SECTION USED)<<<<<
UPSTREAM ELEVATION(FEET) = 976.00 DOWNSTREAM ELEVATION(FEET) = 970.00
STREET LENGTH(FEET) = 1025.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 22.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 127.21
***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.92
HALFSTREET FLOOD WIDTH(FEET) = 34.90
AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.58
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 4.24
STREET FLOW TRAVEL TIME(MIN.) = 3.73 Tc(MIN.) = 24.64
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.098
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 37.70 0.45 0.50 76
RESIDENTIAL
115-7 DWELLINGS/ACRE" A 16.80 0.80 0.50 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.56
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 54.50 SUBAREA RUNOFF(CFS) = 89.23
EFFECTIVE AREA(ACRES) = 100.40 AREA -AVERAGED Fm(INCH/HR) = 0.30
AREA -AVERAGED Fp(INCH/HR) = 0.59 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 100.40 PEAK FLOW RATE(CFS) = 162.81
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 1.00 HALFSTREET FLOOD WIDTH(FEET) = 38.87
FLOW VELOCITY(FEET/SEC.) = 4.84 DEPTH*VELOCITY(FT*FT/SEC.) = 4.86
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 1025.0 FT WITH ELEVATION -DROP = 6.0 FT, IS 113.1 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 40.00
LONGEST FLOWPATH FROM NODE 1160.00 TO NODE 40.00 = 3645.00 FEET.
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 100.40 TC(MIN.) = 24.64
EFFECTIVE AREA(ACRES) = 100.40 AREA -AVERAGED Fm(INCH/HR)= 0.30
AREA -AVERAGED Fp(INCH/HR) = 0.59 AREA -AVERAGED Ap = 0.50
PEAK FLOW RATE(CFS) = 162.81
END OF RATIONAL METHOD ANALYSIS
MASTER PLAN OF DRAINAGE
AREA 2
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER AREA PERCENT OF SCS CURVE LASS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(indhr.) YIELD
1 41.10 50.00 32. 0.975 0.520
2 59.30 50.00 56. 0.748 0.666
TOTAL AREA (Acres) = 100.40
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.420
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.394
MASTER PLAN OF DRAINAGE
AREA 2
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF SCS CURVE LOSS RATE
TYPE
(Acres)
PERVIOUS AREA NUMBER Fp(in.lhr.) YIELD
1
41.10
50.00 52.(32.) 0.796 0.639
2
59.30
50.00 76.(56.) 0.452 0.807
TOTAL AREA (Acres) = 100.40
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.296
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.262
AREA 3
Rational method, 100 year storm
Yb calculation
a
i
l •
� 1
MR
Opp:;
"'r F .1M.. _ � ' _ b- -• R ; `1�r-,yam, .�1 fy � � � \ '
A • ft !�'
q I .
low
. -+4 ��+ _, -,� a fir/ �� ►_ � � .
�w�w�wr•iww�
■Hr
1 I■
!7 ^.^7."a��j ::rSGa!�is;�•dl a� r.`-\.a.:r:.V:'Sae�JeE,
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
************************** DESCRIPTION OF STUDY **************************
* MASTER PLAN OF DRAINAGE
* 100 YEAR STORM
* AREA 3
**************************************************************************
FILE NAME: MASTER23.DAT
TIME/DATE OF STUDY: 08:48 10/11/2006
---------------
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 1020.00 TO NODE 1021.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA SUBAREA FLOW-LENGTH(FEET) = 450.00
ELEVATION DATA: UPSTREAM(FEET) = 1000.00 DOWNSTREAM(FEET) = 995.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) =
11.018
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
* 100 YEAR RAINFALL
INTENSITY(INCH/HR) =
3.401
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.11
SUBAREA Tc AND LOSS
RATE DATA(AMC III):
STREET FLOW TRAVEL TIME(MIN.) = 5.02 Tc(MIN.) =
16.03
DEVELOPMENT TYPE/
SCS SOIL AREA
Fp
Ap SCS
Tc
LAND USE
GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN
(MIN.)
RESIDENTIAL
0.50 76
NATURAL POOR COVER
"BARREN" B 9.10 0.03
"5-7 DWELLINGS/ACRE"
B 5.10
0.45
0.50 76
11.02
NATURAL POOR COVER
"BARREN"
B 4.90
0.03
1.00 97
14.87
SUBAREA AVERAGE PERVIOUS
LOSS RATE, Fp(INCH/HR) =
0.18
SUBAREA AVERAGE PERVIOUS
AREA FRACTION, Ap
= 0.75
SUBAREA RUNOFF(CFS)
= 29.42
TOTAL AREA(ACRES) =
10.00 PEAK FLOW
RATE(CFS)
= 29.42
FLOW PROCESS FROM NODE 1021.00 TO NODE 1022.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>(STANDARD CURB SECTION USED)<<<<<
- -------------------------------
UPSTREAM ELEVATION(FEET) = 995.00 DOWNSTREAM ELEVATION(FEET) = 990.00
STREET LENGTH(FEET) = 936.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS)
= 52.69
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.73
HALFSTREET FLOOD WIDTH(FEET) = 31.78
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.11
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.27
STREET FLOW TRAVEL TIME(MIN.) = 5.02 Tc(MIN.) =
16.03
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.715
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
Ap SCS
LAND USE GROUP (ACRES) (INCH/HR)
(DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 10.90 0.45
0.50 76
NATURAL POOR COVER
"BARREN" B 9.10 0.03
1.00 97
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
0.19
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.73
SUBAREA AREA(ACRES) = 20.00 SUBAREA RUNOFF(CFS) = 46.38
EFFECTIVE AREA(ACRES) = 30.00 AREA -AVERAGED Fm(INCH/HR) = 0.14
AREA -AVERAGED Fp(INCH/HR) = 0.19 AREA -AVERAGED Ap = 0.73
TOTAL AREA(ACRES) = 30.00 PEAK FLOW RATE(CFS) = 69.63
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.79 HALFSTREET FLOOD WIDTH(FEET) = 38.03
FLOW VELOCITY(FEET/SEC.) = 3.27 DEPTH*VELOCITY(FT*FT/SEC.) = 2.59
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 936.0 FT WITH ELEVATION -DROP = 5.0 FT, IS 44.5 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 1022.00
LONGEST FLOWPATH FROM NODE 1020.00 TO NODE 1022.00 = 1386.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 1022.00 TO NODE 1023.00 IS CODE = 61
-----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« <<<
>>>>>(STANDARD CURB SECTION USED)<<<<<
------------------------
UPSTREAM ELEVATION(FEET) = 990.00 DOWNSTREAM ELEVATION(FEET) = 975.00
STREET LENGTH(FEET) = 765.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 114.64
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.76
HALFSTREET FLOOD WIDTH(FEET) = 34.59
AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.09
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 4.62
STREET FLOW TRAVEL TIME(MIN.) = 2.09 Tc(MIN.) = 18.13
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.522
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
115-7 DWELLINGS/ACRE" B 6.80 0.45 0.50 76
NATURAL POOR COVER
"BARREN" B 33.90 0.03 1.00 97
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.07
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.92
SUBAREA AREA(ACRES) = 40.70 SUBAREA RUNOFF(CFS) = 90.00
EFFECTIVE AREA(ACRES) = 70.70 AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.11 AREA -AVERAGED Ap = 0.84
TOTAL AREA(ACRES) = 70.70 PEAK FLOW RATE(CFS) = 154.43
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.82 HALFSTREET FLOOD WIDTH(FEET) = 39.77
FLOW VELOCITY(FEET/SEC.) = 6.55 DEPTH*VELOCITY(FT*FT/SEC.) = 5.3B
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 765.0 FT WITH ELEVATION -DROP = 15.0 FT, IS 115.0 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 1023.00
LONGEST FLOWPATH FROM NODE 1020.00 TO NODE 1023.00 = 2151.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 1023.00 TO NODE 50.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>>>(STANDARD CURB SECTION USED)<<<<<
UPSTREAM ELEVATION(FEET) = 975.00 DOWNSTREAM ELEVATION(FEET) = 974.00
STREET LENGTH(FEET) = 650.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 181.10
***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 1.25
HALFSTREET FLOOD WIDTH(FEET) = 60.95
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.73
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 3.41
STREET FLOW TRAVEL TIME(MIN.) = 3.96 Tc(MIN.) = 22.09
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.240
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
115-7 DWELLINGS/ACRE" B 7.50 0.45 0.50 76
NATURAL POOR COVER
"BARREN" B 20.00 0.03 1.00 97
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.10
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.86
SUBAREA AREA(ACRES) = 27.50 SUBAREA RUNOFF(CFS) = 53.32
EFFECTIVE AREA(ACRES) = 98.20 AREA -AVERAGED Fm(INCH/HR) = 0.09
AREA -AVERAGED Fp(INCH/HR) = 0.11 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 98.20 PEAK FLOW RATE(CFS) = 189.79
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 1.27 HALFSTREET FLOOD WIDTH(FEET) = 61.92
FLOW VELOCITY(FEET/SEC.) = 2.76 DEPTH*VELOCITY(FT*FT/SEC.) = 3.50
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 650.0 FT WITH ELEVATION -DROP = 1.0 FT, IS 58.7 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 50.00
LONGEST FLOWPATH FROM NODE 1020.00 TO NODE 50.00 = 2801.00 FEET.
END OF OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 98.20 TC(MIN.) = 22.09
EFFECTIVE AREA(ACRES) = 98.20 AREA -AVERAGED Fm(INCH/HR)= 0.09
AREA -AVERAGED Fp(INCH/HR) = 0.11 AREA -AVERAGED Ap = 0.85
PEAK FLOW RATE(CFS) = 189.79
------------------------
END OF RATIONAL METHOD ANALYSIS
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
--------------------------------
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
---------------------------------------------------------------------- - - -
---
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 3
YB CALCULATION
- -----------
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
30.30
50.00
56.
0.748 0.666
2
67.90
100.00
86.
0.272 0.791
TOTAL AREA (Acres) = 98.20
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.303
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.247
wwxwxwxxxwwxwxw,txxxww+wxxxww*xwwwxwxwxw+wxwxwxwxwwwx+xxxxxwwwxwwwwxwwx,twwwww
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
.Fontana Ca. 92335
++xwx++++xw+xxw+w+++++++w**++++++x+w++x+xw++++++x+xx++++xxw+++++++xwxx+w++++
----------------------------------------------------------------------------
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 3
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
30.30
50.00
76.( 56.)
0.452 0.807
2
67.90
100.00
97.( 86.)
0.036 0.955
TOTAL AREA (Acres) = 98.20
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.095
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.091
AREA 4
Rational method, 100 year storm
Yb calculation
�pow
r
r.-
-AREA'
6.0
0
,1r
ir
—'far s
73
Am
vo
J � �,.�,•�r ��'�' � `4 � � � 1l,,
.v
A
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
*+**+**#+#++#*+++++*+*++++ DESCRIPTION OF STUDY #**++#*++++*+++#**+**+**++
* MASTER PLAN OF DRAINAGE
* 100 YEAR STORM
* AREA 4
+
FILE NAME: MASTER24.DAT
TIME/DATE OF STUDY: 08:49 10/11/2006
--------------------------------------
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE
= 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) =
0.6000
USER SPECIFIED.1-HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW
MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES:
MANNING
WIDTH CROSSFALL IN- / OtTT-/PARK- HEIGHT WIDTH LIP HIKE
FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT)
(n)
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
0.0180
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
+*++*+**+**+*++*+*+++#++++**++*##++++*++++*++*+***+++**++*++**+*++*#++*+##+*
FLOW PROCESS FROM NODE 55.00 TO NODE 65.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1515.00 DOWNSTREAM(FEET) = 1150.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.179
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.566
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL POOR COVER
"BARREN" B 5.20 0.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 16.53
TOTAL AREA(ACRES) = 5.20 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
1.00 97 10.18
0.03
16.53
FLOW PROCESS FROM NODE 65.00 TO NODE 75.00 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1150.00 DOWNSTREAM(FEET) = 980.00 -
CHANNEL LENGTH THRU SUBAREA(FEET) = 690.00 CHANNEL SLOPE = 0.2464
CHANNEL FLOW THRU SUBAREA(CFS) = 16.53
FLOW VELOCITY(FEET/SEC) = 7.07 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.63 Tc(MIN.) = 11.80
LONGEST FLOWPATH FROM NODE 55.00 TO NODE 75.00 = 1690.00 FEET.
FLOW PROCESS FROM NODE 75.00 TO NODE 75.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
------------------------------
MAINLINE Tc(MIN) = 11.80
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.263
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL POOR COVER
"BARREN" B 10.30 0.03 1.00 97
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.03
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 10.30 SUBAREA RUNOFF(CFS) = 29.94
EFFECTIVE AREA(ACRES) = 15.50 AREA -AVERAGED Fm(INCH/HR) = 0.03
AREA -AVERAGED Fp(INCH/HR) = 0.03 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 15.50 PEAK FLOW RATE(CFS) = 45.05
FLOW PROCESS FROM NODE 75.00 TO NODE 1200.00 IS CODE = 52
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 980.00 DOWNSTREAM(FEET) = 963.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 510.00 CHANNEL SLOPE = 0.0333
CHANNEL FLOW THRU SUBAREA(CFS) = 45.05
FLOW VELOCITY(FEET/SEC) = 6.86 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.24 Tc(MIN.) = 13.04
LONGEST FLOWPATH FROM NODE 55.00 TO NODE 1200.00 = 2200.00 FEET.
FLOW PROCESS FROM NODE 1200.00 TO NODE 1200.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.04
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.073
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL POOR COVER
"BARREN" B 10.30 0.03 1.00 97
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 6.40 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.13
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.81
SUBAREA AREA(ACRES) = 16.70 SUBAREA RUNOFF(CFS) = 44.58
EFFECTIVE AREA(ACRES) = 32.20 AREA -AVERAGED Fm(INCH/HR) = 0.07
AREA -AVERAGED Fp(INCH/HR) = 0.06 AREA -AVERAGED Ap = 0.90
TOTAL AREA(ACRES) = 32.20 PEAK FLOW RATE(CFS) = B6.98
FLOW PROCESS FROM NODE 1200.00 TO NODE 60.00 IS CODE = 62
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>(STREET TABLE SECTION # 2 USED)<<<<<
UPSTREAM ELEVATION(FEET) = 963.00 DOWNSTREAM ELEVATION(FEET) = 957.00
STREET LENGTH(FEET) = 1350.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 22.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0180
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 110.62
***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.95
HALFSTREET FLOOD WIDTH(FEET) = 35.92
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.58
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 3.38
STREET FLOW TRAVEL TIME(MIN.) = 6.29 Tc(MIN.) = 19.33
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.427
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL POOR COVER
"BARREN" B 10.40 0.03 1.00 97
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 12.50 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.19
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.73
SUBAREA AREA(ACRES) = 22.90 SUBAREA RUNOFF(CFS) = 47.16
EFFECTIVE AREA(ACRES) = 55.10 AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.12 AREA -AVERAGED Ap = 0.83
TOTAL AREA(ACRES) = 55.10 PEAK FLOW RATE(CFS) = 115.41
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.96 HALFSTREET FLOOD WIDTH(FEET) = 36.65
FLOW VELOCITY(FEET/SEC.) = 3.61 DEPTH*VELOCITY(FT*FT/SEC.) = 3.46
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 1350.0 FT WITH ELEVATION -DROP = 6.0 FT, IS 45.4 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 60.00
LONGEST FLOWPATH FROM NODE 55.00 TO NODE 60.00 = 3550.00 FEET.
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 55.10 TC(MIN.) = 19.33
EFFECTIVE AREA(ACRES) = 55.10 AREA -AVERAGED Fm(INCH/HR)= 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.12 AREA -AVERAGED Ap = 0.83
PEAK FLOW RATE(CFS) = 115.41
END OF RATIONAL METHOD ANALYSIS
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 4
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
18.90
50.00
56.
0.748 0.666
2
36.20
100.00
86.
0.272 0.791
TOTAL AREA (Acres) = 55.10
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.307
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.252
****************************************************************************
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
****************************************************************************
Problem Descriptions:
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 4
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
18.90
50.00
76.( 56.)
0.452 0.807
2
36.20
100.00
97.( 86.)
0.036 0.955
TOTAL AREA (Acres) = 55.10
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.101
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.096
AREA 5
Rational method, 100 year storm
Yb calculation
AREA 5
ra rK
84 Oq 6~00" Oft OLf
ed OW
r�z�� 10
za
s�
(� _„ �, � r... ! ;.,s. � ,.. � � ♦ -� � `. � ' � .' v' � r ,e. /;r _ files aA aw +l l�,A'!�1�A �v
ar �'Om ALr
I rim•Rim
M s r
• 1 Awlsoldr, a i►
...��
.*►' ! •
a
—70
40
• • • • � � �!--'-�� ,(��( /jam
(�-Cl
r�� 'll old' Q i4' c f. s.v �
Diego
`.,.0
,, --
60iIms al 6A QOO f � P00%
not A
goo. p 2,50 500 T=
r r r r r---r—r1
(a=)
taas� to ALLARD ENGINEERING
EIYQ £nglo®ring - land 9—gmg - land FWmbig
8253 St.. Av®oe
Fw—, UdLi=la 92335
(9091 356-1815 Far (909) 358&ti95
FC�mnx !t\d,�\16003�fNJd �E10�1'S�HaH mdA-S.dv9
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
**##**###*#***###****#*#** DESCRIPTION OF STUDY ##*#*#***##*#*##*###*#**##
* MASTER PLAN OF DRAINAGE
* 100 YEAR STORM
* AREA 5
****###*#*####*#**#*####*##*#**####*#*####**############*#**###*######*###
FILE NAME: MASTER25.DAT
TIME/DATE OF STUDY: 08:50 10/11/2006
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
##*##*####**####*#**#*####****###**##*#*##*##**#*#*#######****###**###**####
FLOW PROCESS FROM NODE 200.00 TO NODE 210.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1002.00 DOWNSTREAM(FEET) = 978.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 17.544
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.572
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL POOR COVER
"BARREN" B 7.86 0.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 17.96
TOTAL AREA(ACRES) = 7.86 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
1.00 97 17.54
0.03
17.96
FLOW PROCESS FROM NODE 210.00 TO NODE 220.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>(STANDARD CURB SECTION USED)<<<<<
UPSTREAM ELEVATION(FEET) ELEVATION(FEET) = 978.00 DOWNSTREAM ELEVATION(FEET) = 971.00
STREET LENGTH(FEET) = 750.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 22.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 30.83
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.58
HALFSTREET FLOOD WIDTH(FEET) = 20.87
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.39
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.95
STREET FLOW TRAVEL TIME(MIN.) = 3.69 Tc(MIN.) = 21.23
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.294
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
115-7 DWELLINGS/ACRE" B 13.80 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 13.80 SUBAREA RUNOFF(CFS) = 25.69
EFFECTIVE AREA(ACRES) = 21.66 AREA -AVERAGED Fm(INCH/HR) = 0.16
AREA -AVERAGED Fp(INCH/HR) = 0.23 AREA -AVERAGED Ap = 0.68
TOTAL AREA(ACRES) = 21.66 PEAK FLOW RATE(CFS) = 41.68
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.63 HALFSTREET FLOOD WIDTH(FEET) = 23.45
FLOW VELOCITY(FEET/SEC.) = 3.66 DEPTH*VELOCITY(FT*FT/SEC.) = 2.30
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 220.00 = 1750.00 FEET.
FLOW PROCESS FROM NODE 220.00 TO NODE 230.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>(STANDARD CURB SECTION USED)<< <<<
UPSTREAM ELEVATION(FEET) = 971.00 DOWNSTREAM ELEVATION(FEET) = 964-00
STREET LENGTH(FEET) = 1047.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 64.20
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.75
HALFSTREET FLOOD WIDTH(FEET) = 33.60
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.54
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.65
STREET FLOW TRAVEL TIME(MIN.) = 4.93 Tc(MIN.) = 26.16
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.024
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 27.80 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 27.80 SUBAREA RUNOFF(CFS) = 44.99
EFFECTIVE AREA(ACRES) = 49.46 AREA -AVERAGED Fm(INCH/HR) = 0.20
AREA -AVERAGED Fp(INCH/HR) = 0.34 AREA -AVERAGED Ap = 0.58
TOTAL AREA(ACRES) = 49.46 PEAK FLOW RATE(CFS) = 81.41
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.80 HALFSTREET FLOOD WIDTH(FEET) = 38.79
FLOW VELOCITY(FEET/SEC.) = 3.69 DEPTH*VELOCITY(FT*FT/SEC.) = 2.96
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 1047.0 FT WITH ELEVATION -DROP = 7.0 FT, IS 59.7 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 230.00
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 230.00 = 2797.00 FEET.
**+++**++*+*****+++**+*****+*++++++++**+*+++*++*++**++++*****+**+++***+**+*+
FLOW PROCESS FROM NODE 230.00 TO NODE 230.00 IS CODE = 81
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 26.16
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.024
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 16.80 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 16.80 SUBAREA RUNOFF(CFS) = 27.19
EFFECTIVE AREA(ACRES) = 66.26 AREA -AVERAGED Fm(INCH/HR) = 0.20
AREA -AVERAGED Fp(INCH/HR) = 0.36 AREA -AVERAGED Ap = 0.56
TOTAL AREA(ACRES) = 66.26 PEAK FLOW RATE (CFS) = 108.59
****************************************************************************
FLOW PROCESS FROM NODE 230.00 TO NODE 60.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
»»> (STANDARD CURB SECTION USED) ««<
-----------------------
UPSTREAM ELEVATION(FEET) = 964.00 DOWNSTREAM ELEVATION(FEET) = 957.00
STREET LENGTH(FEET) = 810.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 118.07
***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.85
HALFSTREET FLOOD WIDTH(FEET) = 41.29
AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.53
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 3.86
STREET FLOW TRAVEL TIME(MIN.) = 2.98 Tc(MIN.) = 29.14
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 1.897
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 12.60 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 12.60 SUBAREA RUNOFF(CFS) = 18.95
EFFECTIVE AREA(ACRES) = 78.86 AREA -AVERAGED Fm(INCH/HR) = 0.21
AREA -AVERAGED Fp(INCH/HR) = 0.38 AREA -AVERAGED Ap = 0.55
TOTAL AREA(ACRES) = 78.86 PEAK FLOW RATE(CFS) = 119.98
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.86 HALFSTREET FLOOD WIDTH(FEET) = 41.42
FLOW VELOCITY(FEET/SEC.) = 4.57 DEPTH*VELOCITY(FT*FT/SEC.) = 3.91
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 60.00 = 3607.00 FEET.
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 78.86 TC(MIN.) = 29.14
EFFECTIVE AREA(ACRES) = 78.86 AREA -AVERAGED Fm(INCH/HR)= 0.21
AREA -AVERAGED Fp(INCH/HR) = 0.38 AREA -AVERAGED Ap = 0.55
PEAK FLOW RATE(CFS) = 119.98
END OF RATIONAL METHOD ANALYSIS
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
-- ----------
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
Problem Descriptions:
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 5
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
71.00
50.00
56.
0.748 0.666
2
7.86
100.00
86.
0.272 0.791
TOTAL AREA (Acres) = 78.86
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.364
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.322
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
---------------------------------
(C) Copyright 1989-2003 Advanced.Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
Problem Descriptions:
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 5
YB CALCULATION
-------------
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
71.00
50.00
76.( 56.)
0.452 0.807
2
7.86
100.00
97.( 86.)
0.036 0.955
TOTAL AREA (Acres) = 78.86
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.207
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.178
AREA 6
Rational method, 100 year storm
Yb calculation
r
.r
limb
J� —
FArP,AN,
El
Inti
nm ALLARD ENGINEERING
Civil Fn3m®rax3 -lana survaTmg - Lad Plamm9
O 8253 Stere /1Yeaaa
F®lana, I'aLbmta 9&i35
(909) 358-1815 Fax (949) 358-1795
ra.alarla a\°G8\�°�v^'\rua.i ucawv\w.u,v�l.mn .w�.c. w"^—•+-'��'71
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
#++++++++++*+++x#x*++++*++ DESCRIPTION OF STUDY ***+**x#*+++x****++++#++#+
* MASTER PLAN OF DRAINAGE #
* 100 YEAR STORM #
* AREA 6
FILE NAME: MASTER26.DAT
TIME/DATE OF STUDY: 08:50 10/11/2006
--------------------------
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
-----------------
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 60.00 TO NODE 65.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 370.00
ELEVATION DATA: UPSTREAM(FEET) = 950.50 DOWNSTREAM(FEET) = 947.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.521
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.496
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 7.10 0.45 0.50 76 10.52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) = 20.89
TOTAL AREA(ACRES) = 7.10 PEAK FLOW RATE(CFS) = 20.89
FLOW PROCESS FROM NODE 65.00 TO NODE 66.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>>>(STANDARD CURB SECTION USED)<< <<<
UPSTREAM ELEVATION(FEET) = 947.00 DOWNSTREAM ELEVATION(FEET) = 944.00
STREET LENGTH(FEET) = 370.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS)
= 37.34
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.62
HALFSTREET FLOOD WIDTH(FEET) = 23.13
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.37
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.09
STREET FLOW TRAVEL TIME(MIN.) = 1.83 Tc(MIN.) =
12.35
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.175
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
Ap SCS
LAND USE GROUP (ACRES) (INCH/HR)
(DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 9.50 0.45
0.50 76
NATURAL POOR COVER
"BARREN" B 2.70 0.03
1.00 97
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.61
SUBAREA AREA(ACRES) = 12.20 SUBAREA RUNOFF(CFS)
= 32.85
EFFECTIVE AREA(ACRES) = 19.30 AREA -AVERAGED
Fm(INCH/HR) = 0.20
AREA -AVERAGED Fp(INCH/HR) = 0.35 AREA -AVERAGED Ap
= 0.57
TOTAL AREA(ACRES) = 19.30 PEAK FLOW RATE(CFS) = 51.70
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.68 HALFSTREET FLOOD WIDTH(FEET) = 27.09
FLOW VELOCITY(FEET/SEC.) = 3.65 DEPTH*VELOCITY(FT*FT/SEC.) = 2.49
LONGEST FLOWPATH FROM NODE 60.00 TO NODE 66.00 = 740.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 65.00 TO NODE 70.00 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STANDARD CURB SECTION USED)<<<<<
UPSTREAM ELEVATION(FEET) = 944.00 DOWNSTREAM ELEVATION(FEET) = 941.60
STREET LENGTH(FEET) = 370.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 90.36
***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.83
HALFSTREET FLOOD WIDTH(FEET) = 39.95
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.78
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 3.12
STREET FLOW TRAVEL TIME(MIN.) = 1.63 Tc(MIN.) = 13.98
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.948
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
115-7 DWELLINGS/ACRE" B 8.00 0.45 0.50 76
NATURAL POOR COVER
"BARREN" B 22.00 0.03 1.00 97
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.10
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.87
SUBAREA AREA(ACRES) = 30.00 SUBAREA RUNOFF(CFS) = 77.30
EFFECTIVE AREA(ACRES) = 49.30 AREA -AVERAGED Fm(INCH/HR) = 0.13
AREA -AVERAGED Fp(INCH/HR) = 0.17 AREA -AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 49.30 PEAK FLOW RATE(CFS) = 125.04
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.90 HALFSTREET FLOOD WIDTH(FEET) = 43.55
FLOW VELOCITY(FEET/SEC.) = 4.18 DEPTH*VELOCITY(FT*FT/SEC.) = 3.75
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 370.0 FT WITH ELEVATION -DROP = 2.4 FT, IS 87.9 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 70.00
LONGEST FLOWPATH FROM NODE 60.00 TO NODE 70.00 = 1110.00 FEET.
END OF STUDY SUMMARY_
TOTAL AREA(ACRES) = 49.30
EFFECTIVE AREA(ACRES) 49.30
AREA -AVERAGED Fp(INCH/HR) = 0.17
PEAK FLOW RATE(CFS) = 125.04
END OF RATIONAL METHOD ANALYSIS
TC(MIN.) = 13.98
AREA -AVERAGED Fm(INCH/HR)= 0.13
AREA -AVERAGED Ap = 0.75
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
****************#**********#*#*****#******#**********#*********#************
Problem Descriptions:
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 6
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
24.60
50.00
56.
0.748 0.666
2
24.70
100.00
86.
0.272 0.791
TOTAL AREA (Acres) = 49.30
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.323
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.271
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
---------------------------------------------------------------------- - - - - - -
Problem Descriptions:
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 6
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
24.60
50.00
76.( 56.)
0.452 0.807
2
24.70
100.00
97.( 86.)
0.036 0.955
TOTAL AREA (Acres) = 49.30
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.131
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.119
AREA 7
Rational method, 100 year storm
Yb calcnlation
'A I PJ TWA
r
ir
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
+++++*+++++++++++++*++++++ DESCRIPTION OF STUDY +++kk+++++++++++#+++++++*+
* MASTER PLAN OF DRAINAGE +
* 100 YEAR STORM +
* AREA 7 +
FILE NAME: MASTER27.DAT
TIME/DATE OF STUDY: 08:51 10/11/2006
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE
= 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) =
0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW
MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES:
MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE
FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT)
(n)
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
0.0180
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 15.00 TO NODE 25.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1545.00 DOWNSTREAM(FEET) = 1250.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.622
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.476
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL POOR COVER
"BARREN" B 10.00 0.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 30.98
TOTAL AREA(ACRES) = 10.00 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
1.00 97 10.62
0.03
30.98
****************************************************************************
FLOW PROCESS FROM NODE 25.00 TO NODE 35.00 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
----------------------------------------------------------------------------
----------------------------------------------------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1250.00 DOWNSTREAM(FEET) = 1000.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 1380.00 CHANNEL SLOPE = 0.1812
CHANNEL FLOW THRU SUBAREA(CFS) = 30.98
FLOW VELOCITY(FEET/SEC) = 7.48 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 3.08 Tc(MIN.) = 13.70
LONGEST FLOWPATH FROM NODE 15.00 TO NODE 35.00 = 2380.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 35.00 TO NODE 35.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 13.70
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.984
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL POOR COVER
"GRASS" B 23.40 0.14 1.00 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.14
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 23.40 SUBAREA RUNOFF(CFS) = 59.90
EFFECTIVE AREA(ACRES) = 33.40 AREA -AVERAGED Fm(INCH/HR) = 0.11
AREA -AVERAGED Fp(INCH/HR) = 0.11 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 33.40 PEAK FLOW RATE(CFS) = 86.45
FLOW PROCESS FROM NODE 35.00 TO NODE 90.00 IS CODE = 53
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1000.00 DOWNSTREAM(FEET) = 938.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 686.00 CHANNEL SLOPE = 0.0904
CHANNEL FLOW THRU SUBAREA(CFS) = 86.45
FLOW VELOCITY(FEET/SEC) = 7.43 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.54 Tc(MIN.) = 15.24
LONGEST FLOWPATH FROM NODE 15.00 TO NODE 90.00 = 3066.00 FEET.
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
FLOW PROCESS FROM NODE 90.00 TO NODE 90.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.24
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.799
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL POOR COVER
"GRASS" B 22.10 0.14 1.00 93
RESIDENTIAL
"3-4 DWELLINGS/ACRE" B 14.00 0.45 0.60 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.84
SUBAREA AREA(ACRES) = 36.10 SUBAREA RUNOFF(CFS) = 84.75
EFFECTIVE AREA(ACRES) = 69.50 AREA -AVERAGED Fm(INCH/HR) = 0.15
AREA -AVERAGED Fp(INCH/HR) = 0.16 AREA -AVERAGED Ap = 0.92
TOTAL AREA(ACRES) = 69.50 PEAK FLOW RATE(CFS) = 165.66
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 69.50 TC(MIN.) = 15.24
EFFECTIVE AREA(ACRES) = 69.50 AREA -AVERAGED Fm(INCH/HR)= 0.15
AREA -AVERAGED Fp(INCH/HR) = 0.16 AREA -AVERAGED Ap = 0.92
PEAK FLOW RATE(CFS) = 165.66
END OF RATIONAL METHOD ANALYSIS
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 7
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
14.00
50.00
56.
0.748 0.666
2
55.50
100.00
86.
0.272 0.791
TOTAL AREA (Acres) = 69.50
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.293
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.234
+++x*+xxx+++++x++*+++++xx++++x++xx++++x+xx+x**++++++++++*++++xxx++xx*+xx+++x
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
-- - ----------------
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
xx+++++xx+x+xx+++++++++x++++xx+xxxx++++xx+++x++x+xx****+xx+x++++++++++++x++x
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 7
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
14.00
50.00
76.( 56.)
0.452 0.807
2
55.50
100.00
97.( 86.)
0.036 0.955
TOTAL AREA (Acres) = 69.50
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.074
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.075
91
•
Rational method, 100 year storm
Yb calculation
AREA 8
46-0
to
942o
932.0
96
loo= 18.8 c,f.5o
s � •
El R)
REQ, c ntry
CL l OVI
926.0 ..�. .�
1
i
000--
_
¢macF-M
250 5W
(oar) ALLAED ENGINEEEING
9GYQ1n �1 �8 CM Ern®rt g -land Surveying - Iand Plenn ng
❑ 8253 Slava la
F®mm, CeLbmta 3Z3,'i5
358-1815 F. (908) 358.1795
rw�mrFc ufa�.yl�ww., �rum1 uraa�+r�wrav�.a�rxar. ..,w1,ow.-..�..y
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
+++++++**+++*+++++++++++++ DESCRIPTION OF STUDY *++*+++++++++++++++*++++++
* MASTER PLAN OF DRAINAGE
* 100 YEAR STORM
* AREA 8
FILE NAME: MASTER28.DAT
TIME/DATE OF STUDY: 08:52 10/11/2006
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
----------------------------------------------------------------------------
----------------------------------------------------------------------------
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125 0.0180
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
***************************+****+***************+**+********+***************
FLOW PROCESS FROM NODE 95.00 TO NODE 96.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 942.00 DOWNSTREAM(FEET) = 932.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 19.388
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.423
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL(ARID)
".4 DWELLING/ACRE" B 9.30 0.20
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.90
SUBAREA RUNOFF(CFS) = 18.77
TOTAL AREA(ACRES) = 9.30 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.90 92 19.39
0.20
18.77
FLOW PROCESS FROM NODE 96.00 TO NODE 100.00 IS CODE = 52
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<< <<<
>>>>>TRAVELTIME THRU SUBAREA<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 932.00 DOWNSTREAM(FEET) = 926.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 833.00 CHANNEL SLOPE = 0.0072
CHANNEL FLOW THRU SUBAREA(CFS) = 18.77
FLOW VELOCITY(FEET/SEC) = 2.50 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 5.55 Tc(MIN.) = 24.94
LONGEST FLOWPATH FROM NODE 95.00 TO NODE 100.00 = 1833.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
-------------------------
-------------------------
MAINLINE Tc(MIN) = 24.94
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.083
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL
AREA Fp Ap
SCS
LAND USE GROUP
(ACRES) (INCH/HR) (DECIMAL)
CN
NATURAL POOR COVER
"BARREN" B
18.90 0.03 1.00
97
SUBAREA AVERAGE PERVIOUS LOSS RATE,
Fp(INCH/HR) = 0.03
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 18.90
SUBAREA RUNOFF(CFS) = 34.86
EFFECTIVE AREA(ACRES) = 28.20
AREA -AVERAGED Fm(INCH/HR)
= 0.08
AREA -AVERAGED Fp(INCH/HR) = 0.08
AREA -AVERAGED Ap = 0.97
TOTAL AREA(ACRES) = 28.20
PEAK FLOW RATE(CFS) =
50.79
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 28.20
TC(MIN.) = 24.94
EFFECTIVE AREA(ACRES) = 28.20
AREA -AVERAGED Fm(INCH/HR)=
0.08
AREA -AVERAGED Fp(INCH/HR) = 0.08
AREA -AVERAGED Ap = 0.97
PEAK FLOW RATE(CFS) = 50.79
END OF RATIONAL METHOD ANALYSIS
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
---------------------------------------------------------------------- - - - - - -
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 8
YB CALCULATION
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres) PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
9.30 90.00
56.
0.748 0.422
2
18.90 100.00
78.
0.416 0.674
TOTAL AREA (Acres) = 28.20
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.501
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.409
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 8
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.) YIELD
1
9.30
90.00
76.( 56.)
0.452 0.677
2
18.90
100.00
93.( 78.)
0.140 0.895
TOTAL AREA (Acres) = 28.20
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.228
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.177
AREA 9
Rational method, 100 year storm
Yb calculation
AREA 9
.*ww � +n►�� w�� www m JWJA I
JM %
Noumea $Wpm Seib see
.► 9 63 a 0
Osseo a HP
too
Wei
N eOs
ISM
-- .0 100 10
SON a,
119.6�oa.
a
Joe
f Q100 jlL
,
�k955.-Oi/'
_.W& * *103
5.7Q10®— 53. 1 f % be
aq945.A
382 663 104
• ,0 — 18a5 cofoso
0
135 /41 '1110
• �®0013 +. -�° f� �
oil
A49 1p
ii ! • dO1 s 1
C%4FKCSC4ffALLAAD ENGINEERING
500 250 500 TOW
CA F�yln a . faaa Sw vying . t.aa Pk.=g
a8253 Stan Avmim
ps rar) F.—, r ltb nla 92335
9 C.QFo F< !9891 356-1815 Fax 19891 356-1795
Fl:— a\d�79\1600T\FM VZ5U VgMf 5S FQ:11 meagVRE4-s-ft9
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
************************** DESCRIPTION OF STUDY **************************
* MASTER PLAN OF DRAINAGE
* 100 YEAR STORM
* AREA 9
**************************************************************************
FILE NAME: MASTER29.DAT
TIME/DATE OF STUDY: 08:53 10/11/2006
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE
= 0.90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) =
0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.2300
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW
MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES:
MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE
FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT)
(n)
1 18.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
0.0180
2 22.0 12.0 0.020/0.020/0.020 0.67 1.50 0.0200 0.125
0.0180
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.25 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
****************************************************************************
FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 963.00 DOWNSTREAM(FEET) = 960.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 19.703
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.399
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 10.00 0.45
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) = 19.56
TOTAL AREA(ACRES) = 10.00 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.50 76 19.70
0.45
= 19.56
****************************************************************************
FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 960.00 DOWNSTREAM(FEET) = 955.00
FLOW LENGTH(FEET) = 911.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 60.0 INCH PIPE IS 13.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 6.08
GIVEN PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 19.56
PIPE TRAVEL TIME(MIN.) = 2.50 Tc(MIN.) = 22.20
LONGEST FLOWPATH FROM NODE 102.00 TO NODE 103.00 = 1911.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 22.20
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.233
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
115-7 DWELLINGS/ACRE" B 19.40 0.45 0.,50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 19.40 SUBAREA RUNOFF(CFS) = 35.05
EFFECTIVE AREA(ACRES) = 29.40 AREA -AVERAGED FM(INCH/HR) = 0.23
AREA -AVERAGED Fp(INCH/HR) = 0.45 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 29.40 PEAK FLOW RATE(CFS) = 53.12
FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
----------------------------------------------------------------------------
----------------------------------------------------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 927.50 DOWNSTREAM(FEET) = 918.00
FLOW LENGTH(FEET) = 663.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 96.0 INCH PIPE IS 14.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 10.82
GIVEN PIPE DIAMETER(INCH) = 96.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 53.12
PIPE TRAVEL TIME(MIN.) = 1.02 Tc(MIN.) = 23.22
LONGEST FLOWPATH FROM NODE 102.00 TO NODE 104.00 = 2574.00 FEET.
FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
----------------------------------------------------------------------------
----------------------------------------------------------------------------
MAINLINE Tc(MIN) = 23.22
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.174
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 38.20 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 38.20 SUBAREA RUNOFF(CFS) = 66.97
EFFECTIVE AREA(ACRES) = 67.60 AREA -AVERAGED Fm(INCH/HR) = 0.23
AREA -AVERAGED Fp(INCH/HR) = 0.45 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 67.60 PEAK FLOW RATE(CFS) = 118.51
FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
----------------------------------------------------------------------------
----------------------------------------------------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 918.00 DOWNSTREAM(FEET) = 910.00
FLOW LENGTH(FEET) = 1350.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 102.0 INCH PIPE IS 26.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 9.95
GIVEN PIPE DIAMETER(INCH) = 102.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 118.51
PIPE TRAVEL TIME(MIN.) = 2.26 Tc(MIN.) = 25.48
LONGEST FLOWPATH FROM NODE 102.00 TO NODE 105.00 = 3924.00 FEET.
FLOW PROCESS FROM NODE 104.00 TO NODE 110.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 25.48
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.056
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"3-4 DWELLINGS/ACRE" B 10.00 0.45 0.60 76
RESIDENTIAL
1-5-7 DWELLINGS/ACRE" B 35.20 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.52
SUBAREA AREA(ACRES) = 45.20 SUBAREA RUNOFF(CFS) = 74.04
EFFECTIVE AREA(ACRES) = 112.80 AREA -AVERAGED Fm(INCH/HR) = 0.23
AREA -AVERAGED Fp(INCH/HR) = 0.45 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) = 112.80 PEAK FLOW RATE(CFS) = 185.38
FLOW PROCESS FROM NODE 104.00 TO NODE 110.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 910.00 DOWNSTREAM(FEET) = 902.00
FLOW LENGTH(FEET) = 2800.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 102.0 INCH PIPE IS 41.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 8.67
GIVEN PIPE DIAMETER(INCH) = 102.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 185.38
PIPE TRAVEL TIME(MIN.) = 5.38 Tc(MIN.) = 30.87
LONGEST FLOWPATH FROM NODE 102.00 TO NODE 110.00 = 6724.00 FEET.
FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 30.87
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 1.833
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
113-4 DWELLINGS/ACRE" B 55.00 0.45 0.60 76
NATURAL POOR COVER
"BARREN" B 20.00 0.03 1.00 97
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.29
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.71
SUBAREA AREA(ACRES) = 75.00 SUBAREA RUNOFF(CFS) = 109.69
EFFECTIVE AREA(ACRES) = 187.80 AREA -AVERAGED Fm(INCH/HR) = 0.22
AREA -AVERAGED Fp(INCH/HR) = 0.38 AREA -AVERAGED Ap = 0.59
TOTAL AREA(ACRES) = 187.80 PEAK FLOW RATE(CFS) = 272.40
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 187.80 TC(MIN.) = 30.87
EFFECTIVE AREA(ACRES) = 187.80 AREA -AVERAGED Fm(INCH/HR)= 0.22
AREA -AVERAGED Fp(INCH/HR) = 0.38 AREA -AVERAGED Ap = 0.59
PEAK FLOW RATE(CFS) = 272.40
END OF RATIONAL METHOD ANALYSIS
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
#***##**********#*#****#*#***#***#*******#**####*#*#*****#*#***********#**#*
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 9
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.)
YIELD
1
10.00
50.00
76.( 56.)
0.452
0.807
2
19.40
50.00
76.( 56.)
0.452
0.807
3
38.20
50.00
76.( 56.)
0.452
0.807
4
35.20
50.00
76.( 56.)
0.452
0.807
5
10.00
60.00
76.( 56.)
0.452
0.775
6
55.00
60.00
76.( 56.)
0.452
0.775
7
20.00
100.00
93.( 78.)
0.140
0.895
TOTAL AREA (Acres) = 187.80
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.232
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.195
NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
*#***********#**************************************************#**#**#*****
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 9
YB CALCULATION
*** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER
AREA
PERCENT OF
SCS CURVE
LOSS RATE
TYPE
(Acres)
PERVIOUS AREA
NUMBER
Fp(in./hr.)
YIELD
1
10.00
50.00
56.
0.748
0.666
2
19.40
50.00
56.
0.748
0.666
3
38.20
50.00
56.
0.748
0.666
4
35.20
50.00
56.
0.748
0.666
5
10.00
60.00
56.
0.748
0.605
6
55.00
60.00
56.
0.748
0.605
7
20.00
100.00
78.
0.416
0.674
TOTAL AREA (Acres) = 187.80
AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.404
AREA -AVERAGED LOW LOSS FRACTION, Y = 0.354
AREA 10
Rational method, 100 year storm
Yb calculation
AREA 10
1� 14L
do
r �• °.
i
2:O
11 so1VIDA2
00IVA"
40Y
glao
la
w�
Ilaa --
RSd Q Q100 212, a SO
CURX SM
•: 1 f � s
s� 4 ri sw low
ALLARD ENGINEERING
_ ____ U g Eng .n g - land S—gL12 - land Pl—i'-g
a 8253 Sin A—
OWN) F-Wa, raWmma 92335
o F1 (9M) 3561915 Fac (909) 359-1795
Fkm=!t\dvg\1eOOAFMEKB115\Fk.!`1=ft5AVRE4-70.6;8
=.act-�aJ�.�+F• �i ��`-•�'.�.=i =_ — a..�_r•-= _ .- = �`� y 7f - �.'—:-_..• y !,: .i��y •_�,a���•-• i ay .y•�,-- -- �..
=�EF��.
WIN
joy
RRA MA,';RE Dc Ti -AREA CTj VES WITH AMC II CONDITION.
SIERRA 00 TOTAL AREA(ACRES) - 2791.98
-INTERVAL(MIN) _ - 802.00 = 24552.G.
r,,,,, NODE 1 �J 0 . 0 0 TO NODE 1062.81
JNGEST FLOWPATH FR.-.
rIME OF PEAK FLOWfNR) = 16.61 RL'NOPEAKOF OW(RATE(CFS) = G7"'
TOTAL AREA(ACRES) = 2791.98
VOTE: PEAK FLOW FATE DEFAULTED TO UPSTREAM VALUE
SUBPFEA AREA -AVERtGED RAINFA_L
1EPT3NCH
_HR HR2.19; 6HR = 2.90;
24HR 5.6C
2000*00*IS*CODE**++5*j*++*++*+*
NODE
8^� TO NODE --------
FLOW PROCESS FROM NODE ---------------------
--------------------
-
EL
»»>COMPUTE TRAPEZOIDAL AREA (NEWFELEMENT) ««<-_______________________
>>>>>TRAVELTIME THR_________ -
870.26
874.80 DOWNSTREAM(FEET) = ;055
ELEVATION DATA: = 700.00 CHANNEL SLOPE _
CHANNEL LENGTH THRU SUBAREA(FEE' _
CHANNEL BASE (FEET} = 15.00 "Z" FACTOR = 1.5007 00
015 MAS:IMUM DEPTH (FEET) _
MANNING'S FACTOR
Y=-ZUBAREA(CFS) = 2794.33
CHANNEL FLOW THRL 19.74 FLOW DEPTH(FEET) = 5.93
FLOW VELOCITY(FEET/SEC) SQ ,c(MIN ) - 49.74
TRAVEL TIME(MIN.) _
T*O+ +N+-O+DE **-*2000*00*I-
S-*-CODE
p1
OW PROCESS FROM BODE20"0.00 -------_*--*-
------------------
TCMAINLINEPEAKFLOW««<
IF SUBAREA
„»>ADDTIONO_
Q
MAINLINE Tc(MIN) = 49.74 =
+ 100 YEAR RAINFALL INTENSITY(INCH/HR) 1.377
I I)
SUBAREA LOSS RATE DATA(Aj`�C ,, T AREA FP Ap SCS
DEVELOPMENT TYPE! S s SOIL OUP{ACRES) (INCH/HR) (DECIMAL)rN
LAND USE p, 201.51 .98 •1G 5`
10 56
COMMERCIAL B 32.49 .75
COMMERCIAL.94
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp (INCH/HR) 10
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap =
UNIT-HYDROGRAPH DATA: 3H= 2.18;6H= 3.19;24H= 6.83
RAINFALL(INCH) SM= .46;30M= .93;1H= 1.24; .0%
u VNCH) : ( DEV •) =10 0 . 0 % ; VALLEY (UNDEV .) /DESERT=
S -GRAPH: T .0%;DESERT(UNDEV.)=
MOUNTAIN= .0%;FOOTHILL= 34; Ybar = .34
Tc (HR) = . 83 ; LAG (HR) = 66; Fm ( INCH/HR) _
RE DEPTH -AREA CURVES WITH AMC II CONDITION.
USED SIERRA MAD = 3025.98
T,�'NIT- INTERVAL (MIN) = 5 . 00 TOTAL AREA (NODES) 2000 .00 = 25252.0:' FEE-='.
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 1162.33
TIME OF PEAK FL 3025-98
= 16.75 RUNOFF VOLUME(AF) = 297E.44
TIME
AREA(ACRES)
= 3025.98 PEAK FLOW RATE(CFS) _
S-,pA',�A AREA- it AVERAGED RAINFALL,DEPTH(INCH) 6HR = 2.75; 24HR = 5.75
- 89; 1HR = 1.17; 3HR = 1.98;
Fit O;: NODE 200 .00 TO NODE 2000.00 IS COD-
FLOW PROCESS M ------------------------------
- >>>>>S':CRE PEAK : 04, ATE-TAELE-TO-A-FILE<<«<_____________________________
flow.DNA-------------------___-_____
:Erb --
0
IS7
r
r
r
i
o r r r p (et {., 1 r i i t l l ail r' oi� �•r p) r
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
F L 0 0 D R O U T I N G A N A L Y S I S
USING COUNTY HYDROLOGY MANUAL OF SAN BERNARDINO(1986)
(c) Copyright 1989-2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierra Avenue
Fontana Ca. 92335
************************** DESCRIPTION OF STUDY **************************
* MASTER PLAN
* COMPLETE HYDROLOGY
* 100 YEAR STORM EVENT
**************************************************************************
FILE NAME: MPFINI.DAT
TIME/DATE OF STUDY: 08:32 03/13/2007
****************************************************************************
FLOW PROCESS FROM NODE 10.00 TO NODE 20.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 469.200 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.301 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
VALLEY(DEVELOPED):
"S" -CURVE PERCENTAGE(DECIMAL NOTATION) _
FOOTHILL "S" -CURVE PERCENTAGE(DECIMAL NOTATION) _
MOUNTAIN "S" -CURVE PERCENTAGE(DECIMAL NOTATION) _
VALLEY(UNDEVELOPED)/DESERT:
"S" -CURVE PERCENTAGE(DECIMAL NOTATION) =
DESERT(UNDEVELOPED) "S" -CURVE PERCENTAGE(DECIMAL
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.164
LOW LOSS FRACTION = 0.133
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= 0.47
SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 0.96
SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.27
SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.34
SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.39
SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 8.00
0.460
0.540
0.000
0.000
NOTATION) = 0.000
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 27.722
UNIT HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
1.842
104.515
2
8.596
383.271
3
21.860
752.607
4
45.332
1331.919
5
65.784
1160.503
6
77.311
654.093
7
84.426
403.762
8
89.047
262.195
9
92.087
172.531
10
93.978
107.257
11
95.520
87.496
12
96.784
71.727
13
97.764
55.657
1.4
98.297
30.234
15
98.771
26.892
16
98.975
11.567
17
99.052
4.391
18
99.130
4.396
19
99.207
4.395
20
99.285
4.395
21
99.362
4.395
22
99.440
4.391
23
99.517
4.391
24
99.594
4.391
25
99.672
4.391
26
99.749
4.391
27
99.827
4.391
28
99.904
4.391
29
99.981
4.391
30
100.000
1.062
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0023
0.0149
2
0.0172
0.0023
0.0149
3
0.0172
0.0023
0.0149
4
0.0173
0.0023
0.0150
5
0.0173
0.0023
0.0150
6
0.0173
0.0023
0.0150
7
0.0174
0.0023
0.0151
8
0.0174
0.0023
0.0151
9
0.0175
0.0023
0.0151
10
0.0175
0.0023
0.0152
11
0.0175
0.0023
0.0152
12
0.0175
0.0023
0.0152
13
0.0176
0.0023
0.0153
14
0.0176
0.0023
0.0153
15
0.0177
0.0024
0.0153
16
0.0177
0.0024
0.0153
17
0.0177
0.0024
0.0154
18
0.0178
0.0024
0.0154
19
0.0178
0.0024
0.0155
20
0.0179
0.0024
0.0155
21
0.0179
0.0024
0.0155
22
0.0179
0.0024
0.0155
23
0.0180
0.0024
0.0156
24
0.0180
0.0024
0.0156
25
0.0181
0.0024
0.0157
26
0.0181
0.0024
0.0157
27
0.0182
0.0024
0.0157
28
0.0182
0.0024
0.0158
29
0.0182
0.0024
0.0158
30
0.0183
0.0024
0.0158
31
0.0183
0.0024
0.0159
32
0.0184
0.0024
0.0159
33
0.0184
0.0024
0.0160
34
0.0184
0.0025
0.0160
35
0.0185
0.0025
0.0160
36
0.0185
0.0025
0.0161
37
0.0186
0.0025
0.0161
38
0.0186
0.0025
0.0161
39
0.0187
0.0025
0.0162
40
0.0187
0.0025
0.0162
41
0.0188
0.0025
0.0163
42
0.0188
0.0025
0.0163
43
0.0189
0.0025
0.0164
44
0.0189
0.0025
0.0164
45
0.0190
0.0025
0.0164
46
0.0190
0.0025
0.0165
47
0.0191
0.0025
0.0165
48
0.0191
0.0025
0.0166
49
0.0192
0.0025
0.0166
50
0.0192
0.0026
0.0166
51
0.0193
0.0026
0.0167
52
0.0193
0.0026
0.0167
53
0.0194
0.0026
0.0168
54
0.0194
0.0026
0.0168
55
0.0195
0.0026
0.0169
56
0.0195
0.0026
0.0169
57
0.0196
0.0026
0.0170
58
0.0196
0.0026
0.0170
59
0.0197
0.0026
0.0171
60
0.0197
0.0026
0.0171
61
0.0198
0.0026
0.0172
62
0.0199
0.0026
0.0172
63
0.0199
0.0027
0.0173
64
0.0200
0.0027
0.0173
65
0.0200
0.0027
0.0174
66
0.0201
0.0027
0.0174
67
0.0202
0.0027
0.0175
68
0.0202
0.0027
0.0175
69
0.0203
0.0027
0.0176
70
0.0203
0.0027
0.0176
71
0.0204
0.0027
0.0177
72
0.0205
0.0027
0.0177
73
0.0206
0.0027
0.0178
74
0.0206
0.0027
0.0179
75
0.0207
0.0028
0.0179
76
0.0207
0.0028
0.0180
77
0.0208
0.0028
0.0181
78
0.0209
0.0028
0.0181
79
0.0210
0.0028
0.0182
80
0.0210
0.0028
0.0182
81
0.0211
0.0028
0.0183
82
0.0211
0.0028
0.0183
83
0.0212
0.0028
0.0184
84
0.0213
0.0028
0.0185
85
0.0214
0.0028
0.0186
86
0.0214
0.0029
0.0186
87
0.0216
0.0029
0.0187
88
0.0216
0.0029
0.0187
89
0.0217
0.0029
0.0188
90
0.0218
0.0029
0.0189
91
0.0219
0.0029
0.0190
92
0.0219
0.0029
0.0190
93
0.0220
0.0029
0.0191
94
0.0221
0.0029
0.0192
95
0.0222
0.0030
0.0193
96
0.0223
0.0030
0.0193
97
0.0224
0.0030
0.0194
98
0.0224
0.0030
0.0195
99
0.0226
0.0030
0.0196
100
0.0226
0.0030
0.0196
101
0.0228
0.0030
0.0197
102
0.0228
0.0030
0.0198
103
0.0229
0.0031
0.0199
104
0.0230
0.0031
0.0199
105
0.0231
0.0031
0.0201
106
0.0232
0.0031
0.0201
107
0.0233
0.0031
0.0202
108
0.0234
0.0031
0.0203
109
0.0236
0.0031
0.0204
110
0.0236
0.0031
0.0205
111
0.0238
0.0032
0.0206
112
0.0239
0.0032
0.0207
113
0.0240
0.0032
0.0208
114
0.0241
0.0032
0.0209
115
0.0242
0.0032
0.0210
116
0.0243
0.0032
0.0211
117
0.0245
0.0033
0.0212
118
0.0246
0.0033
0.0213
119
0.0247
0.0033
0.0214
120
0.0248
0.0033
0.0215
121
0.0250
0.0033
0.0217
122
0.0251
0.0033
0.0217
123
0.0253
0.0034
0.0219
124
0.0254
0.0034
0.0220
125
0.0255
0.0034
0.0221
126
0.0256
0.0034
0.0222
127
0.0258
0.0034
0.0224
128
0.0259
0.0035
0.0225
129
0.0261
0.0035
0.0227
130
0.0263
0.0035
0.0228
131
0.0265
0.0035
0.0229
132
0.0266
0.0035
0.0230
133
0.0268
0.0036
0.0232
134
0.0269
0.0036
0.0233
135
0.0272
0.0036
0.0235
136
0.0273
0.0036
0.0236
137
0.0275
0.0037
0.0239
138
0.0277
0.0037
0.0240
139
0.0279
0.0037
0.0242
140
0.0280
0.0037
0.0243
141
0.0283
0.0038
0.0246
142
0.0285
0.0038
0.0247
143
0.0287
0.0038
0.0249
144
0.0289
0.0038
0.0251
145
0.0256
0.0034
0.0222
146
0.0257
0.0034
0.0223
147
0.0261
0.0035
0.0226
148
0.0263
0.0035
0.0228
149
0.0266
0.0035
0.0231
150
0.0268
0.0036
0.0232
151
0.0272
0.0036
0.0236
152
0.0274
0.0036
0.0238
153
0.0278
0.0037
0.0241
154
0.0280
0.0037
0.0243
155
0.0285
0.0038
0.0247
156
0.0287
0.0038
0.0249
157
0.0292
0.0039
0.0253
158
0.0295
0.0039
0.0255
159
0.0300
0.0040
0.0260
160
0.0303
0.0040
0.0262
161
0.0308
0.0041
0.0267
162
0.0311
0.0041
0.0270
163
0.0318
0.0042
0.0276
164
0.0321
0.0043
0.0278
165
0.0328
0.0044
0.0285
166
0.0332
0.0044
0.0288
167
0.0340
0.0045
0.0295
168
0.0344
0.0046
0.0298
169
0.0371
0.0049
0.0322
170
0.0376
0.0050
0.0326
171
0.0386
0.0051
0.0334
172
0.0391
0.0052
0.0339
173
0.0402
0.0053
0.0349
174
0.0408
0.0054
0.0354
175
0.0421
0.0056
0.0365
176
0.0428
0.0057
0.0371
177
0.0443
0.0059
0.0384
178
0.0452
0.0060
0.0392
179
0.0470
0.0063
0.0408
180
0.0480
0.0064
0.0417
181
0.0503
0.0067
0.0436
182
0.0516
0.'0069
0.0448
183
0.0546
0.0073
0.0473
184
0.0563
0.0075
0.0488
185
0.0426
0.0057
0.0369
186
0.0450
0.0060
0.0390
187
0.0511
0.0068
0.0443
188
0.0551
0.0073
0.0478
189
0.0665
0.0088
0.0576
190
0.0751
0.0100
0.0651
191
0.1072
0.0137
0.0935
192
0.1476
0.0137
0.1339
193
0.4611
0.0137
0.4474
194
0.0873
0.0116
0.0757
195
0.0600
0.0080
0.0520
196
0.0478
0.0064
0.0414
197
0.0582
0.0077
0.0504
198
0.0530
0.0071
0.0460
199
0.0491
0.0065
0.0426
200
0.0461
0.0061
0.0399
201
0.0435
0.0058
0.0378
202
0.0414
0.0055
0.0359
203
0.0396
0.0053
0.0344
204
0.0381
0.0051
0.0330
205
0.0348
0.0046
0.0302
206
0.0336
0.0045
0.0291
207
0.0325
0.0043
0.0281
208
0.0315
0.0042
0.0273
209
0.0306
0.0041
0.0265
210
0.0297
0.0040
0.0258
211
0.0290
0.0039
0.0251
212
0.0283
0.0038
0.0245
213
0.0276
0.0037
0.0239
214
0.0270
0.0036
0.0234
215
0.0264
0.0035
0.0229
216
0.0259
0.0034
0.0225
217
0.0290
0.0039
0.0252
218
0.0286
0.0038
0.0248
219
0.0282
0.0037
0.0244
220
0.0278
0.0037
0.0241
221
0.0274
0.0036
0.0238
222
0.0270
0.0036
0.0234
223
0.0267
0.0035
0.0231
224
0.0264
0.0035
0.0229
225
0.0260
0.0035
0.0226
226
0.0257
0.0034
0.0223
227
0.0255
0.0034
0.0221
228
0.0252
0.0033
0.0218
229
0.0249
0.0033
0.0216
230
0.0246
0.0033
0.0214
231
0.0244
0.0032
0.0212
232
0.0242
0.0032
0.0209
233
0.0239
0.0032
0.0207
234
0.0237
0.0032
0.0206
235
0.0235
0.0031
0.0204
236
0.0233
0.0031
0.0202
237
0.0231
0.0031
0.0200
238
0.0229
0.0030
0.0198
239
0.0227
0.0030
0.0197
240
0.0225
0.0030
0.0195
241
0.0223
0.0030
0.0194
242
0.0222
0.0029
0.0192
243
0.0220
0.0029
0.0191
244
0.0218
0.0029
0.0189
245
0.0217
0.0029
0.0188
246
0.0215
0.0029
0.0186
247
0.0213
0.0028
0.0185
248
0.0212
0.0028
0.0184
249
0.0211
0.0028
0.0183
250
0.0209
0.0028
0.0181
251
0.0208
0.0028
0.0180
252
0.0206
0.0027
0.0179
253
0.0205
0.0027
0.0178
254
0.0204
0.0027
0.0177
255
0.0203
0.0027
0.0176
256
0.0201
0.0027
0.0175
257
0.0200
0.0027
0.0173
258
0.0199
0.0026
0.0172
259
0.0198
0.0026
0.0171
260
0.0197
0.0026
0.0170
261
0.0196
0.0026
0.0170
262
0.0194
0.0026
0.0169
263
0.0193
0.0026
0.0168
264
0.0192
0.0026
0.0167
265
0.0191
0.0025
0.0166
266
0.0190
0.0025
0.0165
267
0.0189
0.0025
0.0164
268
0.0188
0.0025
0.0163
269
0.0187
0.0025
0.0162
270
0.0186
0.0025
0.0162
271
0.0186
0.0025
0.0161
272
0.0185
0.0025
0.0160
273
0.0184
0.0024
0.0159
274
0.0183
0.0024
0.0159
275
0.0182
0.0024
0.0158
276
0.0181
0.0024
0.0157
277
0.0180
0.0024
0.0156
278
0.0180
0.0024
0.0156
279
0.0179
0.0024
0.0155
280
0.0178
0.0024
0.0154
281
0.0177
0.0024
0.0154
282
0.0176
0.0023
0.0153
283
0.0176
0.0023
0.0152
284
0.0175
0.0023
0.0152
285
0.0174
0.0023
0.0151
286
0.0174
0.0023
0.0150
287
0.0173
0.0023
0.0150
288
0.0172
0.0023
0.0149
TOTAL STORM RAINFALL(INCHES) = 7.99
TOTAL SOIL-LOSS(INCHES) = 1.01
TOTAL EFFECTIVE RAINFALL(INCHES) = 6.98
----------------------------------------------------------------------------
TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 39.4412
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 272.9051
----------------------------------------------------------------------------
2 4- H O U R S T O R M
R U N O F F H Y D R 0 G R A P H
HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
is at END of Each Unit Intervals)
----------------------------------------------------------------------------
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0. 250.0 500.0 750.0 1000.0
0.083
0.0107
1.56
Q
0.167
0.0607
7.26
Q
0.250
0.1880
18.48
Q ,
0.333
0.4520
38.34
VQ ,
0.417
0.8355
55.68
V Q
0.500
1.2868
65.52
V Q
0.583
1.7803
71.66
V Q
0.667
2.3017
75.71
V Q
0.750
2.8419
78.43
V Q
0.833
3.3942
80.19
V Q
0.917
3.9565
81.65
V Q
1.000
4.5274
82.89
V Q
1.083
5.1051
83.89
V Q
1.167
5.6872
84.52
V Q
1.250
6.2732
85.09
V Q
1.333
6.8617
85.44
.V Q
1.417
7,4518
85.69
.V Q
1.500
8.0437
85.94
.V Q ,
1.583
8.6373
86.19
.V Q
1.667
9.2326
86.44
.V Q ,
1.750
9.8296
86.69
V Q
1.833
10.4284
86.95
V Q ,
1.917
11.0290
87.20
V Q ,
2.000
11.6313
87.46
.V Q
2.083
12.2354
87.72
.V Q
2.167
12.8413
87.98
.V Q ,
2.250
13.4490
88.24
.V Q ,
2.333
14.0586
88.50
VQ ,
2.417
14.6699
88.77
VQ ,
2.500
15.2828
88.99
VQ ,
2.583
15.8971
89.19
VQ ,
2.667
16.5128
89.40
VQ ,
2.750
17.1299
89.61
VQ ,
2.833
17.7485
89.82
VQ ,
2.917
18.3685
90.03
VQ ,
3.000
18.9899
90.24
VQ ,
3.083
19.6129
90.45
VQ ,
3.167
20.2374
90.67
VQ
3.250
20.8633
90.89
Q ,
3.333
21.4908
91.11
Q ,
3.417
22.1198
91.33
Q
3.500
22.7503
91.56
Q ,
3.583
23.3824
91.78
Q
3.667
24.0161
92.01
Q
3.750
24.6513
92.24
Q ,
3.833
25.2882
92.47
Q
3.917
25.9267
92.71
Q
4.000
26.5668
92.94
Q ,
4.083
27.2085
93.18
Q
4.167
27.8520
93.42
QV
4.250
28.4970
93.67
QV
4.333
29.1438
93.91
QV ,
4.417
29.7923
94.16
QV
4.500
30.4426
94.41
QV
4.583
31.0945
94.66
QV
4.667
31.7483
94.92
QV ,
4.750
32.4037
95.18
QV
4.833
33.0610
95.44
QV
4.917
33.7201
95.70
QV
5.000
34.3811
95.97
Q V
5.083
35.0439
96.24
Q V
5.167
35.7085
96.51
Q V
5.250
36.3750
96.78
Q V
5.333
37.0435
97.06
Q V
5.417
37.7139
97.34
Q V ,
5.500
38.3862
97.62
Q V
5.583
39.0605
97.91
Q V ,
5.667
39.7368
98.20
Q V
5.750
40,4150
98.49
Q V ,
5.833
41.0954
98.78
Q V
5.917
41.7777
99.08
Q V
6.000
42.4622
99.38
Q V
6.083
43.1487
99.68
Q V
6.167
43.8374
99.99
Q V
6.250
44.5282
100.30
Q V
6.333
45.2212
100.62
Q V
6.417
45.9163
100.94
Q V
6.500
46.6137
101.26
Q V
6.583
47.3134
101.59
Q V
6.667
48.0153
101.92
Q v
6.750
48.7195
102.25
Q V
6.833
49.4261
102.59
Q V
6.917
50.1350
102.93
Q V
7.000
50.8463
103.28
Q V
7.083
51.5600
103.63
Q V ,
7.167
52.2762
103.99
Q V
7.250
52.9948
104.34
Q V
7.333
53.7159
104.71
Q V
7.417
54.4396
105.08
Q V
7.500
55.1659
105.45
Q v .
7.583
55.8947
105.83
Q v .
7.667
56.6262
106.21
Q v .
7.750
57.3604
106.60
Q V .
7.833
58.0972
106.99
Q v .
7.917
58.8368
107.39
Q V .
8.000
59.5793
107.80
Q V .
8.083
60.3245
108.21
Q V .
8.167
61.0726
108.62
Q V .
8.250
61.8235
109.04
Q V.
8.333
62.5775
109.47
Q V.
8.417
63.3344
109.90
Q V.
8.500
64.0943
110.35
Q V.
8.583
64.8574
110.79
Q
V.
8.667
65.6235
111.24
Q
V.
8.750
66.3928
111.70
Q
V.
8.833
67.1653
112.17
Q
V.
8.917
67.9411
112.64
Q
V.
9.000
68.7202
113.12
Q
V
9.083
69.5026
113.61
Q
V
9.167
70.2885
114.11
Q
V
9.250
71.0778
114.61
Q
V
9.333
71.8707
115.13
Q
V
9.417
72.6671
115.64
Q
V
9.500
73.4672
116.18
Q
V
9.583
74.2710
116.71
Q
V
9.667
75.0786
117.26
Q
v
9.750
75.8900
117.81
Q
v
9.833
76.7053
118.38
Q
v
9.917
77.5246
118.96
Q
V
10.000
78.3479
119.55
Q
V
10.083
79.1753
120.14
Q
V
10.167
80.0070
120.75
Q
V
10.250
80.8429
121.37
Q
V
10.333
81.6831
122.01
Q
V
10.417
82.5278
122.65
Q
V
10.500
83.3770
123.30
Q
V
10.583
84.2308
123.97
Q
V
10.667
85.0893
124.66
Q
V
10.750
85.9526
125.35
Q
V
10.833
86.8207
126.06
Q
V
10.917
87.6939
126.78
Q
V
11.000
88.5722
127.53
Q
V
11.083
89.4557
128.28
Q
V
11.167
90.3445
129.06
Q
V
11.250
91.2387
129.84
Q
V
11.333
92.1385
130.65
Q
V
11.417
93.0440
131.48
Q
V
11.500
93.9554
132.33
Q
V
11.583
94.8727
133.19
Q
V
11.667
95.7961
134.08
Q
V
11.750
96.7257
134.98
Q
V
11.833
97.6618
135.92
Q
V
11.917
98.6044
136.87
Q
V
12.000
99.5538
137.85
Q
V
12.083
100.5078
138.52
Q
V
12.167
101.4607
138.36
Q
V
12.250
102.4045
137.04
Q
V
12.333
103.3271
133.96
Q
V
12.417
104.2323
131.44
Q
V
12.500
105.1316
130.58
Q
V
12.583
106.0307
130.55
Q
V
12.667
106.9330
131.01
Q
V
12.750
107.8407
131.80
Q
V
12.833
108.7556
132.85
Q
V
12.917
109.6784
133.99
Q
V
13.000
110.6099
135.25
Q
V
13.083
111.5507
136.61
Q
V
13.167
112.5019
138.11
Q
V
13.250
113.4639
139.67
Q
V
13.333
114.4375
141.37
Q v
13.417
115.4232
143.13
Q v
13.500
116.4218
145.00
Q v
13.583
117.4336
146.91
Q v
13.667
118.4594
148.94
Q v
13.750
119.4996
151.04
Q v
13.833
120.5552
153.27
Q V
13.917
121.6266
155.57
Q V
14.000
122.7149
158.02
Q v
14.083
123.8219
160.74
Q v .
14.167
124.9520
164.08
Q V .
14.250
126.1099
168.14
Q v .
14.333
127.3036
173.33
Q v .
14.417
128.5322
178.38
Q V .
14.500
129.7915
182.86
Q V.
14.583
131.0801
187.10
Q V.
14.667
132.3983
191.41
Q V.
14.750
133.7468
195.80
Q V.
14.833
135.1274
200.46
Q V.
14.917
136.5418
205.38
Q V
15.000
137.9933
210.75
Q V
15.083
139.4844
216.51
Q v
15.167
141.0192
222.86
Q v
15.250
142.6017
229.77
Q. V
15.333
144.2378
237.56
Q. v
15.417
145.9222
244.58
Q. v
15.500
147.6348
248.66
Q. V
15.583
149.3458
248.44
Q. v
15.667
151.0094
241.56
Q. V
15.750
152.6624
240.01
Q. v
15.833
154.3902
250.89
Q V
15.917
156.2695
272.86
Q v
16.000
158.4244
312.90
Q v
16.083
161.2310
407.52
Q v
16.167
165.1883
574.60
Q V
16.250
170.4409
762.67
V Q
16.333
177.0672
962.15
v Q .
16.417
182.9350
852.00
v Q
16.500
187.1761
615.82
Q V
16.583
190.4812
479.89
Q. v
16.667
193.2567
403.01
Q v ,
16.750
195.6814
352.07
Q v ,
16.833
197.8215
310.73
Q v ,
16.917
199.7996
287.23
Q V.
17.000
201.6353
266.54
Q V.
17.083
203.3336
246.60
Q. V.
17.167
204.8810
224.68
Q v
17.250
206.3354
211.19
Q v
17.333
207.6744
194.42
Q v
17.417
208.9301
182.33
Q v
17.500
210.1323
174.55
Q v ,
17.583
211.2902
168.13
Q V ,
17.667
212.4087
162.40
Q ,V ,
17.750
213.4917
157.26
Q .V
17.833
214.5436
152.73
Q ,V .
i 17.917
215.5671
148.61
Q V ,
18.000
216.5646
144.83
Q .V ,
18.083
217.5402
141.67
Q
V
18.167
218.5019
139.64
Q
v
18.250
219.4590
138.96
Q
v
18.333
220.4248
140.24
Q
v
18.417
221.3960
141.02
Q
v
18.500
222.3552
139.28
Q
v
18.583
223.3042
137.79
Q
v
18.667
224.2440
136.45
Q
v
18.750
225.1737
135.00
Q
v
18.833
226.0925
133.42
Q
v
18.917
227.0007
131.86
Q
v
19.000
227.8984
130.36
Q
v
19.083
228.7861
128.88
Q
v
19.167
229.6635
127.41
Q
v
19.250
230.5312
125.99
Q
v
19.333
231.3893
124.59
Q
v
19.417
232.2379
123.23
Q
v
19.500
233.0776
121.92
Q
v
19.583
233.9087
120.67
Q
v
19.667
234.7314
119.46
Q
v
19.750
235.5462
118.30
Q
v
19.833
236.3533
117.19
Q
v
19.917
237.1529
116.11
Q
v
20.000
237.9453
115.06
Q
v
20.083
238.7308
114.05
Q
v
20.167
239.5096
113.08
Q
v
20.250
240.2819
112.13
Q
v
20.333
241.0478
111.22
Q
v
20.417
241.8077
110.33
Q
v
20.500
242.5615
109.46
Q
v
20.583
243.3095
108.61
Q
v
20.667
244.0517
107,78
Q
v
20.750
244.7885
106.97
Q
v
20.833
245.5198
106.19
Q
v
20.917
246.2458
105.43
Q
v
21.000
246.9668
104.68
Q
v
21.083
247.6828
103.96
Q
v
21.167
248.3938
103.25
Q
v
21.250
249.1002
102.56
Q
v
21.333
249.8019
101.89
Q
v
21.417
250.4991
101.23
Q
v
21.500
251.1918
100.59
Q
v
21.583
251.8803
99.96
Q
v
21.667
252.5645
99.35
Q
v
21.750
253.2446
98.75
Q
v
21.833
253.9206
98.16
Q
v
21.917
254.5927
97.59
Q
v
22.000
255.2608
97.02
Q
v
22.083
255.9252
96.47
Q
v
22.167
256.5859
95.93
Q
v
22.250
257.2430
95.40
Q
v
22,333
257.8965
94.88
Q
v
22.417
258.5464
94.38
Q
v
22.500
259.1930
93.88
Q
v
22.583
259.8361
93.39
Q
v ,
22.667
260.4760
92.91
Q
v ,
22.750
261.1126
92.44
Q
v ,
22.833
261.7460
91.97
Q
V
22.917
262.3763
91.52
Q
V ,
23.000
263.0036
91.07
Q
V
23.083
263.6278
90.63
Q
V
23.167
264.2490
90.20
Q
V ,
23.250
264.8673
89.78
Q
V ,
23.333
265.4828
89.36
Q
V
23.417
266.0954
88.95
Q
V.
23.500
266.7052
88.55
Q
V.
23.583
267.3123
88.15
Q
V.
23.667
267.9168
87.76
Q
V.
23.750
268.5186
87.38
Q
V.
23.833
269.1178
87.00
Q
V.
23.917
269.7144
86.63
Q
V.
24.000
270.3085
86.27
Q
V.
24.083
270.8895
84.35
Q
V.
24.167
271.4287
78.30
Q
V.
24.250
271.8888
66.79
Q
V.
24.333
272.2105
46.72
.Q
V.
24.417
272.4122
29.28
Q
V.
24.500
272.5461
19.44
Q
V.
24.583
272.6380
13.35
Q
V.
24.667
272.7028
9.40
Q
V.
24.750
272.7496
6.80
Q
V.
24.833
272.7852
5.17
Q
V.
24.917
272.8117
3.85
Q
V.
25.000
272.8308
2.77
Q
V.
25.083
272.8441
1.93
Q
V.
25.167
272.8542
1.47
Q
V.
25.250
272.8616
1.07
Q
V.
25.333
272.8677
0.89
Q
V.
25.417
272.8734
0.82
Q
V.
25.500
272.8786
0.75
Q
V.
25.583
272.8833
0.68
Q
V.
25.667
272.8875
0.62
Q
V.
25.750
272.8913
0.55
Q
V.
25.833
272.8946
0.48
Q
V.
25.917
272.8974
0.41
Q
V.
26.000
272.8998
0.35
Q
V.
26.083
272.9017
0.28
Q
V.
26.167
272.9032
0.21
Q
V.
26.250
272.9042
0.15
Q
V.
26.333
272.9048
0.08
Q
V.
26.417
272.9049
0.02
Q
V.
FLOW PROCESS FROM NODE 20.00 TO NODE 30.00 IS CODE = 3.1
----------------------------------------------------------------------------
»»>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1««<
INFLOW
(S'PREAM 1)
I
i I
V _effective depth
----------- I (and volume)
I I I I
I I I V........
I detention 1<-->I• outflow
I basin I I........
----------- I 1 \
I I dead I basin outlet
V I storage I
OUTFLOW ---------
(STREAM 1)
ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1
THROUGH A FLOW-THROUGH DETENTION BASIN
SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS:
DEAD STORAGE (AF) = 4.938
SPECIFIED DEAD STORAGE(AF) FILLED = 4.938
SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET =
DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00
BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION:
INTERVAL
DEPTH
OUTFLOW
STORAGE
NUMBER
(FT)
(CFS)
(AF)
1
0.00
0.00
0.000
2
1.00
0.02
1.562
3
2.00
0.04
3.208
4
3.00
0.06
4.938
5
4.00
10.00
7.135
6
5.00
28.00
7.935
7
6.00
60.00
9.355
8 -
7.00
92.00
12.005
9
8.00
137.00
16.035
10
9.00
182.00
21.275
11
10.00
225.00
27.025
12
11.00
260.00
32.955
13
12.00
290.00
38.945
14
13.00
320.00
46.145
MODIFIED -PULS BASIN ROUTING MODEL RESULTS(5-MINUTE COMPUTATION INTERVALS):
(Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time;
MEAN OUTFLOW is the average value during the unit interval.)
CLOCK
MEAN
TIME
DEAD -STORAGE
INFLOW
LOSS
EFFECTIVE
OUTFLOW
EFFECTIVE
(HRS)
----------------------------------------------------------------------------
FILLED(AF)
(CFS)
(CFS)
DEPTH(FT)
(CFS)
VOLUME(AF)
0.083
4.938
1.56
0.00
0.01
0.0
0.011
0.167
4.938
7.26
0.00
0.04
0.0
0.061
0.250
4.938
18.48
0.00
0.12
0.0
0.188
0.333
4.938
38.34
0.00
0.29
0.0
0.452
0.417
4.938
55.68
0.00
0.53
0.0
0.835
0.500
4.938
65.52
0.00
0.82
0.0
1.287
0.583
4.938
71.66
0.00
1.13
0.0
1.780
0.667
4.938
75.71
0.00
1.45
0.0
2.301
0.750
4.938
78.43
0.00
1.78
0.0
2.841
0.833
4.938
80.19
0.00
2.11
0.0
3.393
0.917
4.938
81.65
0.00
2.43
0.0
3.955
1.000
4.938
82.89
0.00
2.76
0.1
4.526
1.083
4.938
83.89
0.00
3.07
0.4
5.101
1.167
4.938
84.52
0.00
3.33
2.1
5.668
1.250
4.938
85.09
0.00
3.58
4.6
6.223
1.333
4.938
85.44
0.00
3.83
7.1
6.762
1.417
4.938
85.69
0.00
4.18
10.8
7.278
1.500
4.938
85.94
0.00
4.76
18.4
7.743
1.583
4.938
86.19
0.00
5.15
28.2
8.142
1.667
4.938
86.44
0.00
5.39
36.5
8.486
1.750
4.938
86.69
0.00
5.60
43.8
8.782
1.833
4.938
86.95
0.00
5.78
50.0
9.037
1.917
4.938
87.20
0.00
5.93
55.3
9.256
2.000
4.938
87.46
0.00
6.04
59.5
9.449
2.083
4.938
87.72
0.00
6.10
62.2
9.625
2.167
4.938
87.98
0.00
6.16
64.2
9.788
2.250
4.938
88.24
0.00
6.22
66.2
9.940
2.333
4.938
88.50
0.00
6.27
67.9
10.082
2.417
4.938
88.77
0.00
6.32
69.6
10.214
2.500
4.938
88.99
0.00
6.37
71.1
10.337
2.583
4.938
89.19
0.00
6.41
72.6
10.452
2.667
4.938
89.40
0.00
6.45
73.9
10.559
2.750
4.938
89.61
0.00
6.49
75.1
10.658
2.833
4.938
89.82
0.00
6.53
76.3
10.751
2.917
4.938
90.03
0.00
6.56
77.4
10.839
3.000
4.938
90.24
0.00
6.59
78.4
10.920
3.083
4.938
90.45
0.00
6.62
79.4
10.996
3.167
4.938
90.67
0.00
6.65
80.3
11.068
3.250
4.938
90.89
0.00
6.67
81.1
11.136
3.333
4.938
91.11
0.00
6.70
81.9
11.199
3.417
4.938
91.33
0.00
6.72
82.6
11.259
3.500
4.938
91.56
0.00
6.74
83.3
11.316
3.583
4.938
91.78
0.00
6.76
84.0
11.369
3.667
4.938
92.01
0.00
6.78
84.6
11.420
3.750
4.938
92.24
0.00
6.80
85.2
11.468
3.833
4.938
92.47
0.00
6.81
85.8
11.514
3.917
4.938
92.71
0.00
6.83
86.3
11.558
4.000
4.938
92.94
0.00
6.85
86.9
11.600
4.083
4.938
93.18
0.00
6.86
87.4
11.640
4.167
4.938
93.42
0.00
6.88
87.8
11.679
4.250
4.938
93.67
0.00
6.89
88.3
11.716
4.333
4.938
93.91
0.00
6.90
88.7
11.752
4.417
4.938
94.16
0.00
6.92
89.1
11.786
4.500
4.938
94.41
0.00
6.93
89.6
11.820
4.583
4.938
94.66
0.00
6.94
90.0
11.852
4.667
4.938
94.92
0.00
6.95
90.3
11.884
4.750
4.938
95.18
0.00
6.97
90.7
11.914
4.833
4.938
95.44
0.00
6.98
91.1
11.944
4.917
4.938
95.70
0.00
6.99
91.4
11.974
5.000
4.938
95.97
0.00
7.00
91.8
12.002
5.083
4.938
96.24
0.00
7.01
92.1
12.031
5.167
4.938
96.51
0.00
7.01
92.4
12.059
5.250
4.938
96.78
0.00
7.02
92.8
12.086
5.333
4.938
97.06
0.00
7.03
93.1
12.114
5.417
4.938
97.34
0.00
7.03
93.4
12.141
5.500
4.938
97.62
0.00
7.04
93.7
12.168
5.583
4.938
97.91
0.00
7.05
94.0
12.195
5.667
4.938
98.20
0.00
7.05
94.3
12.222
5.750
4.938
98.49
0.00
7.06
94.6
12.249
5.833
4.938
98.78
0.00
7.07
94.9
12.276
5.917
4.938
99.08
0.00
7.07
95.2
12.303
6.000
4.938
99.38
0.00
7.08
95.5
12.330
6.083
4.938
99.68
0.00
7.09
95.8
12.357
6.167
4.938
99.99
0.00
7.09
96.1
12.384
6.250
4.938
100.30
0.00
7.10
96.4
12.411
6.333
4.938
100.62
0.00
7.11
96.7
12.438
6.417
4.938
100.94
0.00
7.11
97.0
12.465
6.500
4.938
101.26
0.00
7.12
97.3
12.493
6.583
4.938
101.59
0.00
7.13
97.6
12.520
6.667
4.938
101.92
0.00
7.13
97.9
12.548
6.750
4.938
102.25
0.00
7.14
98.2
12.576
6.833
4.938
102.59
0.00
7.15
98.5
12.604
6.917
4.938
102.93
0.00
7.16
98.8
12.632
7.000
4.938
103.28
0.00
7.16
99.2
12.660
7.083
4.938
103.63
0.00
7.17
99.5
12.689
7.167
4.938
103.99
0.00
7.18
99.8
12.718
7.250
4.938
104.34
0.00
7.18
100.1
12.747
7.333
4.938
104.71
0.00
7.19
100.4
12.776
7.417
4.938
105.08
0.00
7.20
100.8
12.806
7.500
4.938
105.45
0.00
7.21
101.1
12.836
7.583
4.938
105.83
0.00
7.21
101.4
12.866
7.667
4.938
106.21
0.00
7.22
101.8
12.896
7.750
4.938
106.60
0.00
7.23
102.1
12.927
7.833
4.938
106.99
0.00
7.24
102.5
12.958
7.917
4.938
107.39
0.00
7.24
102.8
12.990
8.000
4.938
107.80
0.00
7.25
103.2
13.022
8.083
4.938
108.21
0.00
7.26
103.5
13.054
8.167
4.938
108.62
0.00
7.27
103.9
13.086
8.250
4.938
109.04
0.00
7.28
104.3
13.119
8.333
4.938
109.47
0.00
7.28
104.6
13.153
8.417
4.938
109.90
0.00
7.29
105.0
13.186
8.500
4.938
110.35
0.00
7.30
105.4
13.221
8.583
4.938
110.79
0.00
7.31
105.8
13.255
8.667
4.938
111.24
0.00
7.32
106.2
13.290
8.750
4.938
111.70
0.00
7.33
106.5
13.326
8.833
4.938
112.17
0.00
7.34
106.9
13.362
8.917
4.938
112.64
0.00
7.35
107.4
13.398
9.000
4.938
113.12
0.00
7.35
107.8
13.435
9.083
4.938
113.61
0.00
7.36
108.2
13.472
9.167
4.938
114.11
0.00
7.37
108.6
13.510
9.250
4.938
114.61
0.00
7.38
109.0
13.549
9.333
4.938
115.13
0.00
7.39
109.5
13.588
9.417
4.938
115.64
0.00
7.40
109.9
13.627
9.500
4.938
116.18
0.00
7.41
110.3
13.668
9.583
4.938
116.71
0.00
7.42
110.8
13.708
9.667
4.938
117.26
0.00
7.43
111.3
13.750
9.750
4.938
117.81
0.00
7.44
111.7
13.792
9.833
4.938
118.38
0.00
7.45
112.2
13.834
9.917
4.938
118.96
0.00
7.46
112.7
13.878
10.000
4.938
119.55
0.00
7.48
113.2
13.922
10.083
4.938
120.14
0.00
7.49
113.7
13.966
10.167
4.938
120.75
0.00
7.50
114.2
14.012
10.250
4.938
121.37
0.00
7.51
114.7
14.058
10.333
4.938
122.01
0.00
7.52
115.2
14.105
10.417
4.938
122.65
0.00
7.53
115.7
14.153
10.500
4.938
123.30
0.00
7.54
116.3
14.201
10.583
4.938
123.97
0.00
7.56
116.8
14.251
10.667
4.938
124.66
0.00
7.57
117.4
14.301
10.750
4.938
125.35
0.00
7.58
117.9
14.352
10.833
4.938
126.06
0.00
7.60
118.5
14.404
10.917
4.938
126.78
0.00
7.61
119.1
14.457
11.000
4.938
127.53
0.00
7.62
119.7
14.511
11.083
4.938
128.28
0.00
7.64
120.3
14.566
11.167
4.938
129.06
0.00
7.65
120.9
14.622
11.250
4.938
129.84
0.00
7.66
121.5
14.679
11.333
4.938
130.65
0.00
7.68
122.2
14.738
11.417
4.938
131.48
0.00
7.69
122.8
14.797
11.500
4.938
132.33
0.00
7.71
123.5
14.858
11.583
4.938
133.19
0.00
7.72
124.2
14.920
11.667
4.938
134.08
0.00
7.74
124.9
14.983
11.750
4.938
134.98
0.00
7.75
125.6
15.048
11.833
4.938
135.92
0.00
7.77
126.3
15.113
11.917
4.938
136.87
0.00
7.79
127.1
15.181
12.000
4.938
137.85
0.00
7.81
127.8
15.250
12.083
4.938
138.52
0.00
7.82
128.6
15.318
12.167
4.938
138.36
0.00
7.84
129.3
15.380
12.250
4.938
137.04
0.00
7.85
130.0
15.429
12.333
4.938
133.96
0.00
7.86
130.4
15.454
12.417
4.938
131.44
0.00
7.86
130.5
15.460
12.500
4.938
130.58
0.00
7.86
130.6
15.460
12.583
4.938
130.55
0.00
7.86
130.6
15.460
12.667
4.938
131.01
0.00
7.86
130.6
15.463
12.750
4.938
131.80
0.00
7.86
130.7
15.470
12.833
4.938
132.85
0.00
7.86
130.8
15.485
12.917
4.938
133.99
0.00
7.87
131.0
15.505
13.000
4.938
135.25
0.00
7.88
131.2
15.533
13.083
4.938
136.61
0.00
7.88
131.6
15.568
13.167
4.938
138.11
0.00
7.89
132.0
15.610
13.250
4.938
139.67
0.00
7.91
132.5
15.659
13.333
4.938
141.37
0.00
7.92
133.1
15.716
13.417
4.938
143.13
0.00
7.94
133.8
15.780
13.500
4.938
145.00
0.00
7.95
134.6
15.852
13.583
4.938
146.91
0.00
7.97
135.4
15.931
13.667
4.938
148.94
0.00
8.00
136.3
16.018
13.750
4.938
151.04
0.00
8.01
137.2
16.113
13.833
4.938
153.27
0.00
8.03
138.1
16.217
13.917
4.938
155.57
0.00
8.06
139.1
16.331
14.000
4.938
158.02
0.00
8.08
140.1
16.455
14.083
4.938
160.74
0.00
8.11
141.2
16.589
14.167
4.938
164.08
0.00
8.13
142.4
16.739
14.250
4.938
168.14
0.00
8.17
143.8
16.907
14.333
4.938
173.33
0.00
8.20
145.3
17.100
14.417
4.938
178.38
0.00
8.24
147.1
17.315
14.500
4.938
182.86
0.00
8.29
149.0
17.548
14.583
4.938
187.10
0.00
8.34
151.1
17.797
14.667
4.938
191.41
0.00
8.39
153.3
18.059
14.750
4.938
195.80
0.00
8.44
155.6
18.336
14.833
4.938
200.46
0.00
8.49
158.0
18.629
14.917
4.938
205.38
0.00
8.55
160.6
18.937
15.000
4.938
210.75
0.00
8.62
163.3
19.264
15.083
4.938
216.51
0.00
8.68
166.2
19.610
15.167
4.938
222.86
0.00
8.75
169.3
19.979
15.250
4.938
229.77
0.00
8.83
172.6
20.373
15.333
4.938
237.56
0.00
8.91
176.1
20.797
15.417
4.938
244.58
0.00
8.99
179.8
21.243
15.500
4.938
248.66
0.00
9.07
183.4
21.692
15.583
4.938
248.44
0.00
9.15
186.7
22.117
15.667
4.938
241.56
0.00
9.21
189.6
22.475
15.750
4.938
240.01
0.00
9.27
192.2
22.804
15.833
4.938
250.89
0.00
9.33
194.9
23.190
15.917
4.938
272.86
0.00
9.42
198.2
23.704
16.000
4.938
312.90
0.00
9.55
203.0
24.461
16.083
4.938
407.52
0.00
9.79
210.9
25.815
16.167
4.938
574.60
0.00
10.20
224.0
28.229
16.250
4.938
762.67
0.00
10.81
242.7
31.810
16.333
4.938
962.15
0.00
11.61
265.8
36.606
16.417
4.938
852.00
0.00
12.22
287.4
40.495
16.500
4.938
615.82
0.00
12.52
301.0
42.663
16.583
4.938
479.89
0.00
12.68
308.0
43.847
16.667
4.938
403.01
0.00
12.77
311.7
44.476
16.750
4.938
352.07
0.00
12.81
313.6
44.741
16.833
4.938
310.73
0.00
12.80
314.1
44.718
16.917
4.93.8
287.23
0.00
12.78
313.7
44.536
17.000
4.938
266.54
0.00
12.73
312.6
44.218
17.083
4.938
246.60
0.00
12.67
311.0
43.774
17.167
4.938
224.68
0.00
12.59
308.9
43.194
17.250
4.938
211.19
0.00
12.50
306.3
42.539
17.333
4.938
194.42
0.00
12.39
303.4
41.788
17.417
4.938
182.33
0.00
12.28
300.2
40.977
17.500
4.938
174.55
0.00
12.17
296.7
40.135
17.583
4.938
168.13
0.00
12.05
293.2
39.274
17.667
4.938
162.40
0.00
11.91
289.3
38.400
17.750
4.938
157.26
0.00
11.76
285.1
37.520
17.833
4.938
152.73
0.00
11.62
280.7
36.639
17.917
4.938
148.61
0.00
11.47
276.2
35.760
18.000
4.938
144.83
0.00
11.32
271.9
34.885
18.083
4.938
141.67
0.00
11.18
267.5
34.019
18.167
4.938
139.64
0.00
11.04
263.2
33.168
18.250
4.938
138.96
0.00
10.90
258.7
32.343
18.333
4.938
140.24
0.00
10.76
254.1
31.559
18.417
4.938
141.02
0.00
10.64
249.6
30.811
18.500
4.938
139.28
0.00
10.52
245.2
30.082
18.583
4.938
137.79
0.00
10.40
240.9
29.371
18.667
4.938
136.45
0.00
10.28
236.8
28.680
18.750
4.938
135.00
0.00
10.17
232.8
28.007
18.833
4.938
133.42
0.00
10.05
228.9
27.350
18.917
4.938
131.86
0.00
9.95
224.8
26.710
19.000
4.938
130.36
0.00
9.84
220.3
26.090
19.083
4.938
128.88
0.00
9.73
215.8
25.492
19.167
4.938
127.41
0.00
9.63
211.4
24.913
19.250
4.938
125.99
0.00
9.54
207.1
24.355
19.333
4.938
124.59
0.00
9.44
203.0
23.815
19.417
4.938
123.23
0.00
9.35
199.0
23.292
19.500
4.938
121.92
0.00
9.26
195.2
22.788
19.583
4.938
120.67
0.00
9.18
191.5
22.300
19.667
4.938
119.46
0.00
9.10
187.9
21.829
19.750
4.938
118.30
0.00
9.02
184.4
21.373
19.833
4.938
117.19
0.00
8.93
180.9
20.934
19.917
4.938
116.11
0.00
8.85
177.3
20.513
20.000
4.938
115.06
0.00
8.78
173.7
20.109
20.083
4.938
114.05
0.00
8.70
170.3
19.722
20.167
4.938
113.08
0.00
8.63
167.1
19.350
20.250
4.938
112.13
0.00
8.56
163.9
18.993
20.333
4.938
111.22
0.00
8.50
160.9
18.651
20.417
4.938
110.33
0.00
8.44
158.1
18.322
20.500
4.938
109.46
0.00
8.38
155.3
18.006
20.583
4.938
108.61
0.00
8.32
152.6
17.703
20.667
4.938
107.78
0.00
8.26
150.1
17.412
20.750
4.938
106.97
0.00
8.21
147.6
17.132
20.833
4.938
106.19
0.00
8.16
145.3
16.863
20.917
4.938
105.43
0.00
8.11
143.0
16.604
21.000
4.938
104.68
0.00
8.06
140.8
16.355
21.083
4.938
103.96
0.00
8.02
138.7
16.116
21.167
4.938
103.25
0.00
7.96
136.5
15.887
21.250
4.938
102.56
0.00
7.91
134.1
15.669
21.333
4.938
101.89
0.00
7.86
131.8
15.463
21.417
4.938
101.23
0.00
7.81
129.5
15.269
21.500
4.938
100.59
0.00
7.76
127.4
15.084
21.583
4.938
99.96
0.00
7.72
125.4
14.909
21.667
4.938
99.35
0.00
7.68
123.5
14.742
21.750
4.938
98.75
0.00
7.64
121.7
14.584
21.833
4.938
98.16
0.00
7.60
120.0
14.434
21.917
4.938
97.59
0.00
7.57
118.3
14.291
22.000
4.938
97.02
0.00
7.53
116.8
14.155
22.083
4.938
96.47
0.00
7.50
115.3
14.026
22.167
4.938
95.93
0.00
7.47
113.9
13.902
22.250
4.938
95.40
0.00
7.44
112.5
13.784
22.333
4.938
94.88
0.00
7.41
111.2
13.672
22.417
4.938
94.38
0.00
7.39
110.0
13.564
22.500
4.938
93.88
0.00
7.36
108.8
13.461
22.583
4.938
93.39
0.00
7.34
107.7
13.362
22.667
4.938
92.91
0.00
7.31
106.6
13.268
22.750
4.938
92.44
0.00
7.29
105.6
13.177
22.833
4.938
91.97
0.00
7.27
104.6
13.090
22.917
4.938
91.52
0.00
7.25
103.7
13.007
23.000
4.938
91.07
0.00
7.23
102.7
12.926
23.083
4.938
90.63
0.00
7.21
101.9
12.849
23.167
4.938
90.20
0.00
7.19
101.0
12.775
23.250
4.938
89.78
0.00
7.17
100.2
12.703
23.333
4.938
89.36
0.00
7.16
99.4
12.634
23.417
4.938
88.95
0.00
7.14
98.6
12.567
23.500
4.938
88.55
0.00
7.12
97.9
12.502
23.583
4.938
88.15
0.00
7.11
97.2
12.440
23.667
4.938
87.76
0.00
7.09
96.5
12.380
23.750
4.938
87.38
0.00
7.08
95.9
12.321
23.833
4.938
87.00
0.00
7.06
95.2
12.265
23.917
----------------------------------------------------------------------------
4.938
86.63
0.00
7.05
94.6
12.210
PROCESS SUMMARY OF
STORAGE:
INFLOW VOLUME =
272.905
AF
BASIN STORAGE =
7.110
AF (WITH
4.938
AF INITIALLY
FILLED)
OUTFLOW VOLUME = 270.729 AF
LOSS VOLUME = 0.000 AF
FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 2627.00
UPSTREAM ELEVATION(FT) =
DOWNSTREAM ELEVATION(FT) _
PIPE DIAMETER(FT) = 5.50
MANNINGS FACTOR = 0.013
985.00
958.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
1.000
0.05
0.50
0.00
0.000
1.083
0.43
0.50
0.00
0.000
1.167
2.08
0.91
0.00
0.000
1.250
4.62
2.02
0.00
0.000
1.333
7.09
3.10
0.00
0.000
1.417
10.77
4.71
0.00
0.000
1.500
18.45
7.58
2.80
0.000
1.583
28.18
8.48
33.74
0.000
1.667
36.55
9.21
33.45
0.000
1.750
43.75
9.72
40.01
0.000
1.833
49.95
10.17
46.34
0.000
1.917
55.30
10.48
52.91
0.000
2.000
59.46
10.70
58.34
0.000
2.083
62.20
10.86
60.68
0.000
2.167
64.25
10.97
63.15
0.000
2.250
66.15
11.07
65.16
0.000
2.333
67.93
11.17
67.03
0.000
2.417
69.58
11.24
68.69
0.000
2.500
71.12
11.31
70.48
0.000
2.583
72.55
11.37
71.97
0.000
2.667
73.89
11.43
73.15
0.000
2.750
75.14
11.49
74.46
0.000
2.833
76.30
11.54
75.67
0.000
2.917
77.39
11.58
76.80
0.000
3.000
78.41
11.63
77.86
0.000
3.083
79.36
11.67
78.86
0.000
3.167
80.25
11.71
79.78
0.000
3.250
81.09
11.75
80.66
0.000
3.333
81.89
11.78
81.48
0.000
3.417
82.63
11.81
82.25
0.000
3.500
83.33
11.84
82.97
0.000
3.583
84.00
11.87
83.66
0.000
3.667
84.63
11.90
84.31
0.000
3.750
85.23
11.93
84.92
0.000
3.833
85.80
11.95
85.50
0.000
3.917
86.34
11.97
86.06
0.000
4.000
86.86
11.99
86.59
0.000
4.083
87.35
12.01
87.10
0.000
4.167
87.83
12.03
87.58
0.000
4.250
88.28
12.05
88.05
0.000
4.333
88.72
12.07
88.50
0.000
4.417
89.15
12.09
88.93
0.000
4.500
89.56
12.10
89.35
0.000
4.583
89.96
12.12
89.76
0.000
4.667
90.34
12.13
90.15
0.000
4.750
90.72
12.15
90.53
0.000
4.833
91.08
12.16
90.90
0.000
4.917
91.44
12.18
91.26
0.000
5.000
91.79
12.19
91.62
0.000
5.083
92.13
12.21
91.96
0.000
5.167
92.44
12.22
92.28
0.000
5.250
92.75
12.23
92.60
0.000
5.333
93.06
12.24
92.91
0.000
5.417
93.37
12.26
93.22
0.000
5.500
93.67
12.27
93.52
0.000
5.583
93.98
12.28
93.83
0.000
5.667
94.28
12.29
94.13
0.000
5.750
94.58
12.31
94.43
0.000
5.833
94.88
12.32
94.73
0.000
5.917
95.18
12.33
95.03
0.000
6.000
95.48
12.34
95.33
0.000
6.083
95.78
12.35
95.63
0.000
6.167
96.08
12.37
95.93
0.000
6.250
96.38
12.38
96.23
0.000
6.333
96.68
12.39
96.54
0.000
6.417
96.99
12.40
96.84
0.000
6.500
97.29
12.41
97.14
0.000
6.583
97.60
12.43
97.45
0.000
6.667
97.91
12.44
97.76
0.000
6.750
98.22
12.45
98.07
0.000
6.833
98.53
12.46
98.38
0.000
6.917
98.84
12.48
98.69
0.000
7.000
99.16
12.49
99.01
0.000
7.083
99.47
12.50
99.32
0.000
7.167
99.80
12.52
99.64
0.000
7.250
100.12
12.53
99.97
0.000
7.333
100.45
12.54
100.29
0.000
7.417
100.78
12.56
100.62
0.000
7.500
101.11
12.57
100.95
0.000
7.583
101.44
12.58
101.29
0.000
7.667
101.78
12.60
101.62
0.000
7.750
102.12
12.61
101.96
0.000
7.833
102.47
12.62
102.28
0.000
7.917
102.82
12.63
102.63
0.000
8.000
103.17
12.64
102.98
0.000
8.083
103.53
12.65
103.34
0.000
8.167
103.89
12.66
103.70
0.000
8.250
104.26
12.67
104.06
0.000
8.333
104.63
12.68
104.43
0.000
8.417
105.00
12.69
104.80
0.000
8.500
105.38
12.70
105.18
0.000
8.583
105.77
12.71
105.56
0.000
8.667
106.16
12.72
205.95
0.000
8.750
106.55
12.73
106.34
0.000
8.833
106.95
12.74
106.74
0.000
8.917
107.35
12.75
107.14
0.000
9.000
107.76
12.76
107.54
0.000
9.083
108.18
12.77
107.96
0.000
9.167
108.60
12.78
108.38
0.000
9.250
109.02
12.80
108.80
0.000
9.333
109.46
12.81
109.23
0.000
9.417
109.90
12.82
109.67
0.000
9.500
110.34
12.83
110.11
0.000
9.583
110.79
12.84
110.56
0.000
9.667
111.25
12.86
111.01
0.000
9.750
111.72
12.87
111.47
0.000
9.833
112.19
12.88
111.94
0.000
9.917
112.67
12.89
112.42
0.000
10.000
113.16
12.91
112.90
0.000
10.083
113.65
12.92
113.40
0.000
10.167
114.16
12.93
113.90
0.000
10.250
114.67
12.95
114.40
0.000
10.333
115.19
12.96
114.92
0.000
10.417
115.72
12.98
115.44
0.000
10.500
116.25
12.99
115.98
0.000
10.583
116.80
13.01
116.52
0.000
10.667
117.36
13.02
117.07
0.000
10.750
117.92
13.04
117.63
0.000
10.833
118.50
13.05
118.21
0.000
10.917
119.09
13.07
118.79
0.000
11.000
119.68
13.08
119.38
0.000
11.083
120.29
13.10
119.99
0.000
11.167
120.91
13.12
120.60
0.000
11.250
121.54
13.14
121.23
0.000
11.333
122.19
13.15
121.87
0.000
11.417
122.85
13.17
122.52
0.000
11.500
123.52
13.19
123.19
0.000
11.583
124.20
13.21
123.87
0.000
11.667
124.90
13.23
124.56
0.000
11.750
125.61
13.25
125.27
0.000
11.833
126.34
13.27
125.99
0.000
11.917
127.09
13.29
126.73
0.000
12.000
127.85
13.31
127.48
0.000
12.083
128.61
13.33
128.24
0.000
12.167
129.34
13.35
128.99
0.000
12.250
129.96
13.37
129.66
0.000
12.333
130.37
13.38
130.17
0.000
12.417
130.54
13.39
130.46
0.000
12.500
130.58
13.39
130.56
0.000
12.583
130.58
13.39
130.58
0.000
12.667
130.59
13.39
130.58
0.000
12.750
130.65
13.39
130.62
0.000
12.833
130.78
13.39
130.72
0.000
12.917
130.97
13.40
130.88
0.000
13.000
131.24
13.40
131.11
0.000
13.083
131.59
13.41
131.42
0.000
13.167
132.02
13.43
131.81
0.000
13.250
132.53
13.44
132.28
0.000
13.333
133.12
13.46
132.84
0.000
13.417
133.79
13.48
133.47
0.000
13.500
134.55
13.50
134.20
0.000
13.583
135.40
13.52
135.00
0.000
13.667
136.33
13.55
135.89
0.000
13.750
137.24
13.56
136.78
0.000
13.833
138.12
13.58
137.67
0.000
13.917
139.06
13.60
138.58
0.000
14.000
140.07
13.62
139.56
0.000
14.083
141.18
13.65
140.63
0.000
14.167
142.40
13.67
141.79
0.000
14.250
143.76
13.70
143.08
0.000
14.333
145.31
13.73
144.54
0.000
14.417
147.07
13.77
146.20
0.000
14.500
149.00
13.81
148.05
0.000
14.583
151.06
13.86
150.05
0.000
14.667
153.26
13.90
152.19
0.000
14.750
155.57
13.96
154.53
0.000
14.833
158.02
14.02
156.92
0.000
14.917
160.60
14.09
159.45
0.000
15.000
163.32
14.16
162.12
0.000
15.083
166.21
14.23
164.95
0.000
15.167
169.29
14.31
167.96
0.000
15.250
172.56
14.38
171.09
0.000
15.333
176.07
14.45
174.48
0.000
15.417
179.81
14.53
178.13
0.000
15.500
183.42
14.61
181.82
0.000
15.583
186.71
14.68
185.26
0.000
15.667
189.63
14.73
188.28
0.000
15.750
192.20
14.77
191.01
0.000
15.833
194.88
14.82
193.64
0.000
15.917
198.24
14.87
196.70
0.000
16.000
202.99
14.95
200.83
0.000
16.083
210.89
15.06
207.13
0.000
16.167
224.03
15.24
217.90
0.000
16.250
242.68
15.53
234.61
0.000
16.333
265.77
15.82
255.51
0.000
16.417
287.37
16.03
277.50
0.000
16.500
300.98
16.15
294.71
0.000
16.583
307.96
16.20
304.73
0.000
16.667
311.74
16.22
309.89
0.000
16.750
313.60
16.23
312.69
0.000
16.833
314.10
16.23
313.86
0.000
16.917
313.67
16.23
313.88
0.000
17.000
312.63
16.22
313.14
0.000
17.083
311.05
16.22
311.82
0.000
17.167
308.91
16.21
309.95
0.000
17.250
306.34
16.19
307.60
0.000
17.333
303.41
16.17
304.74
0.000
17.417
300.16
16.14
301.64
0.000
17.500
296.71
16.11
298.29
0.000
17.583
293.17
16.08
294.80
0.000
17.667
289.32
16.05
291.10
0.000
17.750
285.07
16.01
287.04
0.000
17.833
280.66
15.98
282.71
0.000
17.917
276.25
15.94
278.31
0.000
18.000
271.86
15.90
273.90
0.000
18.083
267.50
15.84
269.39
0.000
18.167
263.20
15.79
265.07
0.000
18.250
258.73
15.73
260.69
0.000
18.333
254.07
15.68
256.13
0.000
18.417
249.55
15.62
251.57
0.000
18.500
245.19
15.56
247.15
0.000
18.583
240.95
15.51
242.87
0.000
18.667
236.81
15.45
238.64
0.000
18.750
232.78
15.38
234.48
0.000
18.833
228.86
15.32
230.53
0.000
18.917
224.78
15.25
226.53
0.000
19.000
220.32
15.18
222.29
0.000
19.083
215.77
15.12
217.92
0.000
19.167
211.37
15.06
213.47
0.000
19.250
207.12
15.01
209.16
0.000
19.333
203.01
14.95
204.95
0.000
19.417
199.04
14.89
200.84
0.000
19.500
195.20
14.82
196.96
0.000
19.583
191.49
14.76
193.20
0.000
19.667
187.90
14.70
189.57
0.000
19.750
184.44
14.63
185.97
0.000
19.833
180.90
14.55
182.47
0.000
19.917
177.27
14.48
178.89
0.000
20.000
173.72
14.40
175.32
0.000
20.083
170.32
14.33
171.87
0.000
20.167
167.06
14.25
168.47
0.000
20.250
163.93
14.17
165.30
0.000
20.333
160.93
14.10
162.25
0.000
20.417
158.05
14.02
159.33
0.000
20.500
155.28
13.95
156.53
0.000
20.583
152.63
13.89
153.85
0.000
20.667
150.07
13.83
151.32
0.000
20.750
147.62
13.78
148.82
0.000
20.833
145.26
13.73
146.43
0.000
20.917
143.00
13.69
144.13
0.000
21.000
140.82
13.64
141.91
0.000
21.083
138.72
13.60
139.78
0.000
21.167
136.52
13.55
137.64
0.000
21.250
134.13
13.48
135.26
0.000
21.333
131.77
13.42
132.88
0.000
21.417
129.53
13.36
130.60
0.000
21.500
127.41
13.30
128.43
0.000
21.583
125.40
13.24
126.38
0.000
21.667
123.49
13.19
124.43
0.000
21.750
121.68
13.14
122.58
0.000
21.833
119.96
13.09
120.82
0.000
21.917
118.33
13.05
119.15
0.000
22.000
116.77
13.00
117.56
0.000
22.083
115.29
12.96
116.05
0.000
22.167
113.87
12.93
114.60
0.000
22.250
112.53
12.89
113.22
0.000
22.333
111.24
12.86
111.91
0.000
22.417
110.01
12.82
110.65
0.000
22.500
108.83
12.79
109.45
0.000
22.583
107.71
12.76
108.30
0.000
22.667
106.63
12.73
107.20
0.000
22.750
105.60
12.70
106.15
0.000
22.833
104.60
12.68
105.14
0.000
22.917
103.65
12.65
104.16
0.000
23.000
102.74
12.63
103.23
0.000
23.083
101.86
12.60
102.31
0.000
23.167
101.01
12.56
101.41
0.000
23.250
100.19
12.53
100.58
0.000
23.333
99.41
12.50
99.78
0.000
23.417
98.65
12.47
99.01
0.000
23.500
97.91
12.44
98.27
0.000
23.583
97.21
12.41
97.55
0.000
23.667
96.52
12.38
96.85
0.000
23.750
95.86
12.36
96.18
0.000
23.833
95.22
12.33
95.53
0.000
23.917
94.60
12.31
94.90
0.000
24.000
93.99
12.28
94.29
0.000
****************************************************************************
FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 100.400 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.329 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
VALLEY(DEVELOPED) S -GRAPH SELECTED
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.296
LOW LOSS FRACTION = 0.262
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED PEAK
5 -MINUTES RAINFALL(INCH)=
0.47
SPECIFIED PEAK
30 -MINUTES RAINFALL(INCH)=
0.96
SPECIFIED PEAK
1 -HOUR RAINFALL(INCH) =
1.27
SPECIFIED PEAK
3 -HOUR RAINFALL(INCH) =
2.34
SPECIFIED PEAK
6 -HOUR RAINFALL(INCH) =
3.39
SPECIFIED PEAK
24-HOUR RAINFALL(INCH) =
8.00
*USER SPECIFIED
PRECIPITATION DEPTH -AREA
REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR
= 0.979
3 -HOUR FACTOR
= 0.997
6 -HOUR FACTOR
= 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.368
UNIT HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
MEAN VALUES
ORDINATES(CFS)
----------------------------------------------------------------------------
1
1.522
18.484
2
7.635
74.223
3
21.374
166.820
4
39.647
221.868
5
60.909
258.166
6
77.541
201.948
7
87.602
122.170
8
93.216
68.167
9
96.439
39.132
10
98.060
19.675
11
98.588
6.414
12
99.064
5.775
13
99.539
5.775
14
100.000
5.595
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
-----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0045
0.0127
2
0.0172
0.0045
0.0127
3
0.0172
0.0045
0.0127
4
0.0173
0.0045
0.0127
5
0.0173
0.0045
0.0128
6
0.0173
0.0045
0.0128
7
0.0174
0.0046
0.0128
8
0.0174
0.0046
0.0128
9
0.0175
0.0046
0.0129
10
0.0175
0.0046
0.0129
11
0.0175
0.0046
0.0129
12
0.0175
0.0046
0.0130
13
0.0176
0.0046
0.0130
14
0.0176
0.0046
0.0130
15
0.0177
0.0046
0.0130
16
0.0177
0.0046
0.0131
17
0.0177
0.0047
0.0131
18
0.0178
0.0047
0.0131
19
0.0178
0.0047
0.0132
20
0.0179
0.0047
0.0132
21
0.0179
0.0047
0.0132
22
0.0179
0.0047
0.0132
23
0.0180
0.0047
0.0133
24
0.0180
0.0047
0.0133
25
0.0181
0.0047
0.0133
26
0.0181
0.0047
0.0134
27
0.0182
0.0048
0.0134
28
0.0182
0.0048
0.0134
29
0.0182
0.0048
0.0135
30
0.0183
0.0048
0.0135
31
0.0183
0.0048
0.0135
32
0.0184
0.0048
0.0135
33
0.0184
0.0048
0.0136
34
0.0184
0.0048
0.0136
35
0.0185
0.0048
0.0137
36
0.0185
0.0049
0.0137
37
0.0186
0.0049
0.0137
38
0.0186
0.0049
0.0137
39
0.0187
0.0049
0.0138
40
0.0187
0.0049
0.0138
41
0.0188
0.0049
0.0139
42
0.0188
0.0049
0.0139
43
0.0189
0.0049
0.0139
44
0.0189
0.0050
0.0139
45
0.0190
0.0050
0.0140
46
0.0190
0.0050
0.0140
47
0.0191
0.0050
0.0141
48
0.0191
0.0050
0.0141
49
0.0192
0.0050
0.0141
50
0.0192
0.0050
0.0142
51
0.0193
0.0050
0.0142
52
0.0193
0.0051
0.0142
53
0.0194
0.0051
0.0143
54
0.0194
0.0051
0.0143
55
0.0195
0.0051
0.0144
56
0.0195
0.0051
0.0144
57
0.0196
0.0051
0.0145
58
0.0196
0.0051
0.0145
59
0.0197
0.0052
0.0145
60
0.0197
0.0052
0.0146
61
0.0198
0.0052
0.0146
62
0.0199
0.0052
0.0147
63
0.0199
0.0052
0.0147
64
0.0200
0.0052
0.0147
65
0.0200
0.0053
0.0148
66
0.0201
0.0053
0.0148
67
0.0202
0.0053
0.0149
68
0.0202
0.0053
0.0149
69
0.0203
0.0053
0.0150
70
0.0203
0.0053
0.0150
71
0.0204
0.0054
0.0151
72
0.0205
0.0054
0.0151
73
0.0206
0.0054
0.0152
74
0.0206
0.0054
0.0152
75
0.0207
0.0054
0.0153
76
0.0207
0.0054
0.0153
77
0.0208
0.0055
0.0154
78
0.0209
0.0055
0.0154
79
0.0210
0.0055
0.0155
80
0.0210
0.0055
0.0155
81
0.0211
0.0055
0.0156
82
0.0211
0.0055
0.0156
83
0.0212
0.0056
0.0157
84
0.0213
0.0056
0.0157
85
0.0214
0.0056
0.0158
86
0.0214
0.0056
0.0158
87
0.0216
0.0056
0.0159
88
0.0216
0.0057
0.0159
89
0.0217
0.0057
0.0160
90
0.0218
0.0057
0.0161
91
0.0219
0.0057
0.0161
92
0.0219
0.0057
0.0162
93
0.0220
0.0058
0.0163
94
0.0221
0.0058
0.0163
95
0.0222
0.0058
0.0164
96
0.0223
0.0058
0.0164
97
0.0224
0.0059
0.0165
98
0.0224
0.0059
0.0166
99
0.0226
0.0059
0.0167
100
0.0226
0.0059
0.0167
101
0.0228
0.0060
0.0168
102
0.0228
0.0060
0.0168
103
0.0229
0.0060
0.0169
104
0.0230
0.0060
0.0170
105
0.0231
0.0061
0.0171
106
0.0232
0.0061
0.0171
107
0.0233
0.0061
0.0172
108
0.0234
0.0061
0.0173
109
0.0236
4.0062
0.0174
110
0.0236
0.0062
0.0174
ill
0.0238
0.0062
0.0175
112
0.0239
0.0062
0.0176
113
0.0240
0.0063
0.0177
114
0.0241
0.0063
0.0178
115
0.0242
0.0064
0.0179
116
0.0243
0.0064
0.0179
117
0.0245
0.0064
0.0181
118
0.0246
0.0064
0.0181
119
0.0247
0.0065
0.0183
120
0.0248
0.0065
0.0183
121
0.0250
0.0065
0.0184
122
0.0251
0.0066
0.0185
123
0.0253
0.0066
0.0186
124
0.0254
0.0066
0.0187
125
0.0255
0.0067
0.0189
126
0.0256
0.0067
0.0189
127
0.0258
0.0068
0.0191
128
0.0259
0.0068
0.0191
129
0.0261
0.0069
0.0193
130
0.0263
0.0069
0.0194
131
0.0265
0.0069
0.0195
132
0.0266
0.0070
0.0196
133
0.0268
0.0070
0.0198
134
0.0269
0.0071
0.0199
135
0.0272
0.0071
0.0200
136
0.0273
0.0071
0.0201
137
0.0275
0.0072
0.0203
138
0.0277
0.0072
0.0204
139
0.0279
0.0073
0.0206
140
0.0280
0.0073
0.0207
141
0.0283
0.0074
0.0209
142
0.0285
0.0075
0.0210
143
0.0287
0.0075
0.0212
144
0.0289
0.0076
0.0213
145
0.0256
0.0067
0.0189
146
0.0257
0.0067
0.0190
147
0.0261
0.0068
0.0192
148
0.0263
0.0069
0.0194
149
0.0266
0.0070
0.0196
150
0.0268
0.0070
0.0198
151
0.0272
0.0071
0.0201
152
0.0274
0.0072
0.0202
153
0.0278
0.0073
0.0205
154
0.0280
0.0073
0.0207
155
0.0285
0.0075
0.0210
156
0.0287
0.0075
0.0212
157
0.0292
0.0077
0.0216
158
0.0295
0.0077
0.0217
159
0.0300
0.0079
0.0221
160
0.0303
0.0079
0.0223
161
0.0308
0.0081
0.0228
162
0.0311
0.0082
0.0230
163
0.0318
0.0083
0.0235
164
0.0321
0.0084
0.0237
165
0.0328
0.0086
0.0242
166
0.0332
0.0087
0.0245
167
0.0340
0.0089
0.0251
168
0.0344
0.0090
0.0254
169
0.0371
0.0097
0.0274
170
0.0376
0.0098
0.0277
171
0.0386
0.0101
0.0285
172
0.0391
0.0102
0.0288
173
0.0402
0.0105
0.0297
174
0.0408
0.0107
0.0301
175
0.0421
0.0110
0.0311
176
0.0428
0.0112
0.0316
177
0.0443
0.0116
0.0327
178
0.0452
0.0118
0.0333
179
0.0470
0.0123
0.0347
180
0.0480
0.0126
0.0355
181
0.0503
0.0132
0.0371
182
0.0516
0.0135
0.0381
183
0.0546
0.0143
0.0403
184
0.0563
0.0147
0.0415
185
0.0426
0.0112
0.0314
186
0.0450
0.0118
0.0332
187
0.0511
0.0134
0.0377
188
0.0551
0.0144
0.0407
189
0.0665
0.0174
0.0491
190
0.0751
0.0197
0.0554
191
0.1072
0.0247
0.0825
192
0.1476
0.0247
0.1229
193
0.4611
0.0247
0.4364
194
0.0873
0.0229
0.0644
195
0.0600
0.0157
0.0443
196
0.0478
0.0125
0.0352
197
0.0582
0.0152
0.0429
198
0.0530
0.0139
0.0391
199
0.0491
0.0129
0.0363
200
0.0461
0.0121
0.0340
201
0.0435
0.0114
0.0321
202
0.0414
0.0109
0.0306
203
0.0396
0.0104
0.0292
204
0.0381.
0.0100
0.0281
205
0.0348
0.0091
0.0257
206
0.0336
0.0088
0.0248
207
0.0325
0.0085
0.0240
208
0.0315
0.0082
0.0232
209
0.0306
0.0080
0.0225
210
0.0297
0.0078
0.0219
211
0.0290
0.0076
0.0214
212
0.0283
0.0074
0.0209
213
0.0276
0.0072
0.0204
214
0.0270
0.0071
0.0199
215
0.0264
0.0069
0.0195
216
0.0259
0.0068
0.0191
217
0.0290
0.0076
0.0214
218
0.0286
0.0075
0.0211
219
0.0282
0.0074
0.0208
220
0.0278
0.0073
0.0205
221
0.0274
0.0072
0.0202
222
0.0270
0.0071
0.0200
223
0.0267
0.0070
0.0197
224
0.0264
0.0069
0.0195
225
0.0260
0.0068
0.0192
226
0.0257
0.0067
0.0190
227
0.0255
0.0067
0.0188
228
0.0252
0.0066
0.0186
229
0.0249
0.0065
0.0184
230
0.0246
0.0065
0.0182
231
0.0244
0.0064
0.0180
232
0.0242
0.0063
0.0178
233
0.0239
0.0063
0.0177
234
0.0237
0.0062
0.0175
235
0.0235
0.0062
0.0173
236
0.0233
0.0061
0.0172
237
0.0231
0.0060
0.0170
238
0.0229
0.0060
0.0169
239
0.0227
0.0059
0.0167
240
0.0225
0.0059
0.0166
241
0.0223
0.0058
0.0165
242
0.0222
0.0058
0.0163
243
0.0220
0.0058
0.0162
244
0.0218
0.0057
0.0161
245
0.0217
0.0057
0.0160
246
0.0215
0.0056
0.0159
247
0.0213
0.0056
0.0158
248
0.0212
0.0056
0.0156
249
0.0211
0.0055
0.0155
250
0.0209
0.0055
0.0154
251
0.0208
0.0054
0.0153
252
0.0206
0.0054
0.0152
253
0.0205
0.0054
0.0151
254
0.0204
0.0053
0.0150
255
0.0203
0.0053
0.0149
256
0.0201
0.0053
0.0149
257
0.0200
0.0052
0.0148
258
0.0199
0.0052
0.0147
259
0.0198
0.0052
0.0146
260
0.0197
0.0052
0.0145
261
0.0196
0.0051
0.0144
262
0.0194
0.0051
0.0144
263
0.0193
0.0051
0.0143
264
0.0192
0.0050
0.0142
265
0.0191
0.0050
0.0141
266
0.0190
0.0050
0.0140
267
0.0189
0.0050
0.0140
268
0.0188
0.0049
0.0139
269
0.0187
0.0049
0.0138
270
0.0186
0.0049
0.0138
271
0.0186
0.0049
0.0137
272
0.0185
0.0048
0.0136
273
0.0184
0.0048
0.0136
274
0.0183
0.0048
0.0135
275
0.0182
0.0048
0.0134
276
0.0181
0.0047
0.0134
277
0.0180
0.0047
0.0133
278
0.0180
0.0047
0.0133
279
0.0179
0.0047
0.0132
280
0.0178
0.0047
0.0131
281
0.0177
0.0046
0.0131
282
0.0176
0.0046
0.0130
283
0.0176
0.0046
0.0130
284
0.0175
0.0046
0.0129
285
0.0174
0.0046
0.0129
286
0.0174
0.0045
0.0128
287
0.0173
0.0045
0.0128
288
0.0172
0.0045
0.0127
TOTAL STORM RAINFALL(INCHES) = 7.99
TOTAL SOIL-LOSS(INCHES) = 1.98
TOTAL EFFECTIVE RAINFALL(INCHES) = 6.01
----------------------------------------------------------------------------
TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 16.5689
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 50.2715
----------------------------------------------------------------------------
2 4-
H O U R
S T O R M
R
U N O F
F H Y
D R 0 G R A P H
HYDROGRAPH IN FIVE-MINUTE
UNIT INTERVALS(CFS)
(Note: Time indicated
is at END
of Each Unit Intervals)
----------------------------------------------------------------------------
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0.
50.0 100.0 150.0 200.0
0.083
0.0016
0.23
Q
0.167
0.0097
1.18
Q
,
0.250
0.0324
3.29
Q
,
0.333
0.0744
6.11
VQ
0.417
0.1391
9.39
VQ
0.500
0.2215
11.97
V Q
0.583
0.3147
13.54
V Q
0.667
0.4141
14.43
V Q
0.750
0.5171
14.95
V Q
,
0.833
0.6220
15.23
V Q
0.917
0.7277
15.35
V Q
1.000
0.8341
15.45
V Q
1.083
0.9412
15.56
V Q
1.167
1.0491
15.66
V Q
1.250
1.1572
15.69
V Q
,
1.333
1.2655
15.72
.V Q
1.417
1.3740
15.76
.V Q
1.500
1.4827
15.79
V Q
,
1.583
1.5917
15.83
.V Q
1.667
1.7010
15.86
V Q
1.750
1.8104
15.89
V Q
1.833
1.9201
15.93
V Q
1.917
2.0301
15.96
V Q
2.000
2.1402
16.00
.V Q
2.083
2.2507
16.03
.V Q
2.167
2.3613
16.07
V Q
2.250
2.4723
16.11
.V Q
2.333
2.5834
16.14
VQ
2.417
2.6949
16.18
VQ
2.500
2.8065
16.22
VQ
2.583
2.9185
16.25
VQ
2.667
3.0307
16.29
VQ
2.750
3.1431
16.33
VQ
2.833
3.2558
16.37
VQ
,
2.917
3.3688
16.41
VQ
3.000
3.4821
16.44
VQ
,
3.083
3.5956
16.48
VQ
3.167
3.7094
16.52
VQ
3.250
3.8234
16.56
Q
3.333
3.9378
16.60
Q
,
3.417
4.0524
16.64
Q
3.500
4.1673
16.68
Q
3.583
4.2825
16.73
Q
3.667
4.3980
16.77
Q
3.750
4.5137
16.81
Q
,
3.833
4.6298
16.85
Q
3.917
4.7461
16.89
Q
4.000
4.8628
16.94
Q
4.083
4.9797
16.98
Q
4.167
5.0970
17.02
QV
4.250
5,2145
17.07
QV
4,333
5.3324
17.11
QV
4.417
5.4506
17.16
QV
4.500
5.5691
17.21
QV
4.583
5.6879
17.25
QV
4.667
5.8070
17.30
QV
4.750
5.9265
17.35
QV
4.833
6.0463
17.39
QV
4.917
6.1664
17.44
QV
5.000
6.2868
17.49
Q V
5.083
6.4076
17.54
Q V
5.167
6.5287
17.59
Q V
5.250
6.6502
17.64
Q V
5.333
6.7720
17.69
Q V
5.417
6.8942
17.74
Q V
5.500
7.0167
17.79
Q V
5.583
7.1396
17,84
Q V
5.667
7.2628
17.90
Q V
5.750
7,3865
17.95
Q V
5.833
7.5104
18.00
Q V
5.917
7.6348
18.06
Q V
6.000
7.7595
18.11
Q V
6.083
7,8847
18.17
Q V
6.167
8.0102
18.22
Q V
6.250
8.1361
18.28
Q V
6.333
8.2624
18.34
Q V
6.417
8.3891
18.40
Q V
6.500
8.5162
18.46
Q V
6.583
8.6437
18.51
Q V
6.667
8.7716
18.57
Q V
6.750
8.8999
18.64
Q V
6.833
9.0287
18.70
Q V
6.917
9.1579
18.76
Q V
7.000
9.2876
18.82
Q V
7.083
9.4176
18.89
Q V
7.167
9.5482
18.95
Q V
7.250
9.6791
19.02
Q V
7.333
9.8106
19.08
Q V
7.417
9.9425
19.15
Q V
7.500
10.0748
19.22
Q V .
7.583
10.2077
19.29
Q V .
7.667
10.3410
19.36
Q V ,
7.750
10.4748
19.43
Q V ,
7.833
10.6091
19.50
Q V .
7.917
10.7439
19.57
Q V .
8.000
10.8792
19.65
Q V .
8.083
11.0151
19.72
Q V .
8.167
11.1514
19.80
Q V .
8.250
11.2883
19.88
Q V .
8.333
11.4257
19.95
Q V.
8.417
11.5637
20.03
Q V.
8.500
11.7022
20.11
Q V.
8.583
8.667
8.750
8.833
8.917
9.000
9.083
9.167
9.250
9.333
9.417
9.500
9.583
9.667
9.750
9.833
9.917
10.000
10.083
10.167
10.250
10.333
10.417
10.500
10.583
10.667
10.750
10.833
10.917
11.000
11.083
11.167
11.250
11.333
11.417
11.500
11.583
11.667
11.750
11.833
11.917
12.000
12.083
12.167
12.250
12.333
12.417
12.500
12.583
12.667
12.750
12.833
12.917
13.000
13.083
13.167
13.250
11.8413
11.9809
12.1211
12.2620
12.4034
12.5454
12.6880
12.8312
12.9751
13.1197
13.2648
13.4107
13.5572
13.7044
13.8523
14.0010
14.1503
14.3004
14.4512
14.6028
14.7552
14.9084
15.0624
15.2172
15.3729
15.5294
15.6868
15.8450
16.0042
16.1644
16.3254
16.4875
16.6505
16.8146
16.9797
17.1459
17.3131
17.4815
17.6510
17.8217
17.9936
18.1667
18.3407
18.5147
18.6869
18.8564
19.0226
19.1866
19.3499
19.5135
19.6781
19.8440
20.0117
20.1811
20.3523
20.5254
20.7007
20.19 Q
20.28 Q
20.36 Q
20.45 Q
20.53 Q
20.62 Q
20.71 Q
20.80 Q
20.89 Q
20.99 Q
21.08 Q
21.18 Q
21.28 Q
21.38 Q
21.48 Q
21.58 Q
21.69 Q
21.79 Q
21.90 Q
22.01 Q
22.13 Q
22.24 Q
22.36 Q
22.48 Q
22.60 Q
22.73 Q
22.85 Q
22.98 Q
23.12 Q
23.25 Q
23.39 Q
23.53 Q
23.67 Q
23.82 Q
23.97 Q
24.13 Q
24.29 Q
24.45 Q
24.61 Q
24.78 Q
24.96 Q
25.14 Q
25.27 Q
25.26 Q
25.01 Q
24.61 Q
24.13 Q
23.81 Q
23.71 Q
23.76 Q
23.90 Q
24.10 Q
24.34 Q
24.60 Q
24.86 Q
25.14 Q
25.44 Q
13.333
20.8780
25.76
Q
V
13.417
21.0577
26.08
Q
v
13.500
21.2397
26.42
Q
V
13.583
21.4241
26.78
Q
V
13.667
21.6111
27.15
Q
V
13.750
21.8008
27.54
Q
V
13.833
21.9932
27.95
Q
V
13.917
22.1887
28.37
Q
v
14.000
22.3871
28.82
Q
V
14.083
22.5891
29.32
Q
V
14.167
22.7951
29.92
Q
v .
14.250
23.0063
30.67
Q
v .
14.333
23.2235
31.53
Q
V .
14.417
23.4471
32.48
Q
v .
14.500
23.6770
33.37
Q
V .
14.583
23.9125
34.20
Q
V.
14.667
24.1536
35.00
Q
V.
14.750
24.4002
35.81
Q
V.
14.833
24.6526
36.65
Q
V.
14.917
24.9111
37.54
Q
V.
15.000
25.1763
38.49
Q
V
15.083
25.4486
39.55
Q
V
15.167
25.7289
40.69
Q
V
15.250
26.0179
41.96
Q
V
15.333
26.3164
43.35
Q
v
15.417
26.6243
44.70
Q
v
15.500
26.9378
45.51
Q.
v
15.583
27.2506
45.42
Q.
V
15.667
27.5600
44.93
Q
v
15.750
27.8667
44.53
Q
V
15.833
28.1806
45.58
Q.
V
15.917
28.5188
49.11
Q.
v
16.000
28.9053
56.11
Q
v
16.083
29.4144
73.93
Q
V
16.167
30.1513
106.99
Q v
16.250
31.1840
149.95
v
Q.
16.333
32.3770
173.22
v
Q
16.417
33.6168
180.02
V Q
16.500
34.6430
149.01
V Q.
16.583
35.4004
109.97
Q
V .
16.667
35.9690
82.56
Q
v .
16.750
36.4284
66.71
Q
V .
16.833
36.8122
55.73
Q
V.
16.917
37.1423
47.92
Q.
V.
17.000
37.4528
45.09
Q.
V.
17.083
37.7470
42.72
Q
v
17.167
38.0240
40.22
Q
v
17.250
38.2723
36.05
Q
V
17.333
38.5073
34.12
Q
v
17.417
38.7307
32.43
Q
V
17.500
38.9442
31.00
Q
v
17.583
39.1491
29.76
Q
v
17.667
39.3467
28.70
Q
v
17.750
39.5381
27.78
Q
v
17.833
39.7238
26.97
Q
v
17.917
39.9045
26.24
Q
v
18.000
40.0807
25.57
Q
v
18.083
40.2529
25.01
Q
v
18.167
40.4226
24.64
Q
v
18.250
40.5917
24.56
Q
v
18.333
40.7617
24.67
Q
v
18.417
40.9333
24.92
Q
v
18.500
41.1057
25.04
Q
v
18.583
41.2777
24.97
Q
v
18.667
41.4484
24.79
Q
v
18.750
41.6174
24.54
Q
v
18.833
41.7845
24.26
Q
v
18.917
41.9496
23.96
Q
v
19.000
42.1126
23.68
Q
v
19.083
42.2738
23.41
Q
v
19.167
42.4332
23.14
Q
v
19.250
42.5908
22.88
Q
v
19.333
42.7466
22.63
Q
v
19.417
42.9008
22.38
Q
v
19.500
43.0533
22.15
Q
v
19.583
43.2043
21.92
Q
v
19.667
43.3538
21.71
Q
v
19.750
43.5019
21.50
Q
v
19.833
43.6485
21.29
Q
v
19.917
43.7938
21.10
Q
v
20.000
43.9378
20.91
Q
V
20.083
44.0806
20.73
Q
v
20.167
44.2221
20.55
Q
v
20.250
44.3624
20.38
Q
v
20.333
44.5016
20.21
Q
V
20.417
44.6396
20.05
Q
v
20.500
44.7766
19.89
Q
v
20.583
44.9125
19.74
Q
v
20.667
45.0474
19.59
Q
v
20.750
45.1813
19.44
Q
v
20.833
45.3142
19.30
Q
v
20.917
45.4462
19.16
Q
v
21.000
45.5773
19.03
Q
v
21.083
45.7074
18.90
Q
v
21.167
45.8367
18.77
Q
v
21.250
45.9651
18.65
Q
v
21.333
46.0926
18.52
Q
v
21.417
46.2194
18.40
Q
v
21.500
46.3454
18.29
Q
v
21.583
46.4705
18.18
Q
V
21.667
46.5949
18.06
Q
v
21.750
46.7186
17.96
Q
v
21.833
46.8415
17.85
Q
v
21.917
46.9638
17.75
Q
v
22.000
47.0853
17.64
Q
v
22.083
47.2061
17.54
Q
v
22.167
47.3263
17.45
Q
v
22.250
47.4458
17.35
Q
v
22.333
47.5646
17.26
Q
v
22.417
47.6828
17.17
Q
v
22.500
47.8004
17.07
Q
v .
22.583
47.9174
16.99
Q
v .
22.667
48.0338
16.90
Q
v .
22.750
48.1496
16.81
Q
v .
22.833
48.2648
16.73
Q
Q
V .
22.917
48.3795
16.65
0.0324
Q
V .
23.000
48.4936
16.57
Q
Q
V .
23.083
48.6071
16.49
0.2215
Q
V .
23.167
48.7201
16.41
VQ ,
Q
V .
23.250
48.8326
16.33
0.5171
Q
V ,
23.333
48.9446
16.26
VQ ,
Q
V .
23.417
49.0560
16.18
0.8341
Q
V.
23.500
49.1670
16.11
VQ
Q
V.
23.583
49.2774
16.04
1.1572
Q
V.
23.667
49.3874
15.97
VQ ,
Q
V.
23.750
49.4969
15.90
Q
V.
23.833
49.6059
15.83
Q
V.
23.917
49.7145
15.76
Q
V.
24.000
49.8226
15.70
Q
V.
24.083
49.9286
15.40
Q
V.
24.167
50.0277
14.39
Q
V.
24.250
50.1119
12.22-
Q
V.
24.333
50.1764
9.37
Q
V.
24.417
50.2182
6.06
Q
V.
24,500
50.2422
3.48
Q
V.
24.583
50.2554
1.92
Q
V.
24.667
50.2627
1.05
Q
V.
24.750
50.2665
0.55
Q
V.
24.833
50.2685
0.30
Q
V.
24.917
50.2700
0.22
Q
V.
25.000
50.2710
0.14
Q
V.
25.083
50.2715
0.07
Q
V
FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 11
----------------------------------------------------------------------------
»»>VIEW STREAM NUMBER 1 HYDROGRAPH««<
STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals)
-------------------- -----------------------------------------------------
TIME(HRS) VOLUME(AF) Q(CFS) 0. 125.0 250.0 375.0 500.0
0.083
0.0016
0.23
Q
0.167
0.0097
1.18
Q
0.250
0.0324
3.29
Q ,
0.333
0.0744
6.11
Q
0.417
0.1391
9.39
Q ,
0.500
0.2215
11.97
Q
0.583
0.3147
13.54
VQ ,
0.667
0.4141
14.43
VQ ,
0.750
0.5171
14.95
VQ
0.833
0.6220
15.23
VQ ,
0,917
0.7277
15.35
VQ
1.000
0.8341
15.45
VQ
1.083
0.9412
15.56
VQ
1.167
1.0491
15.66
VQ
1.250
1.1572
15.69
VQ ,
1.333
1.2655
15.72
VQ ,
1.417
1.3740
15.76
VQ
1.500
1.5020
18.59
VQ
1.583
1.8434
49.56
V Q
1.667
2.1830
49.31
V Q
1.750
2.5680
55.91
V Q
1.833
2.9968
62.27
V Q
1.917
3.4712
68.88
V
Q
2.000
3.9831
74.34
V
Q
2.083
4.5115
76.71
V
Q
2.167
5.0571
79.22
V
Q
2.250
5.6168
81.27
V
Q
2.333
6.1896
83.17
V
Q
2.417
6.7741
84.87
V
Q
2.500
7.3712
86.70
V
Q
2.583
7.9788
88.23
V
Q
2.667
8.5948
89.44
V
Q
2.750
9.2201
90.78
.V
Q
2.833
9.8539
92.04
.V
Q
2.917
10.4959
93.21
.V
Q
3.000
11.1454
94.31
.V
Q
3.083
11.8020
95.34
V
Q
3.167
12.4653
96.31
V
Q
3.250
13.1348
97.22
v
Q
3.333
13.8103
98.08
V
Q
3.417
14.4913
98.89
V
Q
3.500
15.1777
99.66
V
Q
3.583
15.8690
100.39
V
Q .
3.667
16.5651
101.08
V
Q .
3.750
17.2658
101.73
V
Q .
3.833
17.9707
102.35
V
Q .
3.917
18.6797
102.95
V
Q .
4.000
19.3927
103.53
V
Q .
4.083
20.1095
104.08
V
Q .
4.167
20.8300
104.61
V
Q .
4.250
21.5539
105.12
V
Q .
4.333
22.2813
105.61
V
Q .
4.417
23.0119
106.09
V
Q .
4.500
23.7458
106.56
V
Q .
4.583
24.4828
107.01
V
Q .
4.667
25.2227
107.45
V
Q .
4.750
25.9657
107.87
V
Q .
4.833
26.7115
108.29
V
Q .
4.917
27.4602
108.70
V
Q ,
5.000
28.2116
109.11
V
Q .
5.083
28.9657
109.50
V
Q .
5.167
29.7224
109.87
V
Q .
5.250
30.4816
110.24
V
Q .
5.333
31.2433
110.60
V
Q .
5.417
32.0074
110.96
V
Q .
5.500
32.7741
111.31
V
Q .
5.583
33.5431
111.67
V
Q .
5.667
34.3146
112.02
V
Q .
5.750
35.0886
112.38
V
Q .
5.833
35.8650
112.73
V
Q.
5.917
36.6439
113.09
V
Q.
6.000
37.4252
113.44
V
Q.
6.083
38.2089
113.80
V
Q.
6.167
38.9951
114.16
V Q.
i 6.250
39.7838
114.52
V Q-
6.333
40.5749
114.88
V Q.
6.417
41.3686
115.24
V Q.
6.500
42.1647
115.60
V Q.
6.583
42.9634
115.97
V Q.
6.667
43.7646
116.33
V Q. ,
6.750
44.5683
116.70
V Q.
6.833
45.3746
117.08
V Q.
6.917
46.1835
117.45
V Q.
7.000
46.9950
117.83
V Q.
7.083
47.8091
118.21
V Q.
7.167
48.6259
118.60
V Q.
7.250
49.4454
118.98
V Q. ,
7.333
50.2675
119.38
V Q.
7.417
51.0924
119.77
V Q.
7.500
51.9200
120.17
V Q.
7.583
52.7504
120.57
V Q.
7.667
53.5836
120.98
V Q.
7.750
54.4196
121.39
V Q.
7.833
55.2584
121.78
V Q.
7.917
56.1000
122.21
V Q.
8.000
56.9446
122.63
V Q.
8.083
57.7921
123.06
V Q.
8.167
58.6426
123.50
V Q.
8.250
59.4962
123.94
V Q.
8.333
60.3528
124.38
V Q.
8.417
61.2126
124.84
V Q.
8.500
62.0755
125.29
V Q
8.583
62.9416
125.76
V Q
8.667
63.8109
126.22
V Q
8.750
64.6835
126.70
V Q
8.833
65.5594
127.18
V Q ,
8.917
66.4386
127.67
V Q ,
9.000
67.3213
128.16
V Q ,
9.083
68.2074
128.67
V Q .
9.167
69.0971
129.17
V Q
9.250
69.9903
129.69
V Q
9.333
70,8871
130.21
V Q
9.417
71.7875
130.75
V Q
9.500
72.6917
131.28
VQ
9.583
73.5996
131.83
VQ .
9.667
74.5114
132.39
VQ
9.750
75.4270
132.95
VQ
9.833
76.3466
133.52
VQ
9.917
77.2702
134.11
VQ
10.000
78.1979
134.70
VQ
10.083
79.1297
135.30
VQ .
10.167
80.0657
135.91
VQ
10.250
81.0060
136.53
Q ,
10.333
81.9506
137.16
Q ,
10.417
82.8997
137.80
VQ
10.500
83.8532
138.46
VQ
10.583
84.8114
139.12
VQ
10.667
85.7742
139.80
VQ
10.750
86.7417
140.49
VQ
10.833
87.7141
141.19
VQ
10.917
88.6914
141.90
Q
11.000
89.6737
142.63
.Q
11.083
90.6612
143.38
Q
11.167
91.6538
144.13
Q
11.250
92.6518
144.91
Q
11.333
93.6552
145.69
Q .
11.417
94.6641
146.50
.Q
11.500
95.6787
147.31
,Q
11.583
96.6990
148.15
.QV
11.667
97.7252
149.00
,QV
11.750
98.7574
149.88
.QV
11.833
99.7958
150.77
Q
1.1.917
100.8404
151.68
Q
12.000
101.8915
152.62
Q ,
12.083
102.9488
153.52
Q
12.167
104.0111
154.25
Q
12.250
105.0763
154.67
QV
12.333
106.1424
154.79
QV
12.417
107.2071
154.59
QV
12.500
108.2702
154.37
QV
12.583
109.3327
154.28
QV
12.667
110.3957
154.34
QV
12.750
111.4599
154.52
QV
12.833
112.5261
154.81
Q v
12.917
113.5951
155.22
Q V
13.000
114.6675
155.71
Q v
13.083
115.7439
156.29
Q v
13.167
116.8248
156.95
Q v
13.250
117.9111
157.73
Q v
13.333
119.0033
158.59
Q v
13.417
120.1022
159.56
Q v
13.500
121.2084
160.62
Q V
13.583
122.3226
161.78
Q V
13.667
123.4455
163.04
Q V
13.750
124.5771
164.32
Q V
13.833
125.7178
165.62
Q V
13.917
126.8676
166.96
Q V
14.000
128.0272
168.38
Q V
14.083
129.1976
169.95
Q V
14.167
130.3802
171.71
Q V
14.250
131.5769
173.76
Q V
14.333
132.7895
176.07
Q V ,
14.417
134.0201
178.68
Q V ,
14.500
135.2695
181.42
Q V
14.583
136.5385
184.26
Q V
14.667
137.8277
187.19
Q V
14.750
139.1385
190.34
Q V
14.833
140.4717
193.57
Q V ,
14.917
141.8284
196.99
Q V
15.000
143.2100
200.62
QV
15.083
144.6185
204.50
Q V .
15.167
146.0555
208.65
Q V .
15.250
147.5228
213.05
QV .
15.333
149.0230
217.84
QV .
15.417
150.5577
222.84
QV .
15.500
152.1234
227.33
Q .
15.583
153.7121
230.68
QV.
15.667
155.3183
233.22
QV.
15.750
156.9404
235.54
QV.
15.833
158.5880
239.22
Q. ,
15.917
160.2809
245.81
Q. ,
16.000
162.0504
256.95
Q ,
16.083
163.9861
281.06
V Q ,
16.167
166.2237
324.89
V Q
16.250
168.8722
384.56
.V Q ,
16.333
171.8249
428.73
.V Q ,
16.417
174.9758
457.51
.V Q ,
16.500
178.0317
443.72
V Q ,
16.583
180.8878
414.70
V Q ,
16.667
183.5906
392.45
V .Q ,
16.750
186.2035
379.40
V Q
16.833
188.7489
369.59
V Q.
16.917
191.2407
361.81
V Q ,
17.000
193.7078
358.23
V Q ,
17.083
196.1496
354.54
V Q ,
17.167
198.5612
350.18
V Q .
17.250
200.9280
343.65
V Q ,
17.333
203.2617
338.86
V Q
17.417
205.5625
334.07
VQ ,
17.500
207.8304
329.29
VQ
17.583
210.0656
324.55
QV
17.667
212.2680
319.80
QV
17.750
214.4362
314.82
QV
17.833
216.5690
309.68
Q V
17.917
218.6665
304.55
Q V
18.000
220.7290
299.48
Q V
18.083
222.7565
294.39
Q V
18.167
224.7518
289.71
Q V .
18.250
226.7163
285.25
Q V .
18.333
228.6502
280.81
Q V .
18.417
230.5544
276.48
Q V .
18.500
232.4290
272.19
Q V .
18.583
234.2736
267.84
Q V.
18.667
236.0878
263.42
Q V.
18.750
237.8717
259.02
Q V.
18.833
239.6265
254.79
Q V.
18.917
241.3517
250.49
Q v
19.000
243.0457
245.97
Q. v
19.083
244.7077
241.33
Q. v
19.167
246.3373
236.61
Q v
19.250
247.9353
232.04
Q v
19.333
249.5027
227.58
Q v
19.417
251.0401
223.22
Q v
19.500
252.5491
219.11
Q v
19.583
254.0307
215.13
Q v
19.667
255.4857
211.28
Q v
19.750
256.9146
207.47
Q v
19.833
258.3179
203.76
Q v
19.917
259.6953
199.99
Q v
20.000
261.0467
196.23
Q v
20.083
262.3732
192.60
Q v
20.167
263.6749
189.02
Q v
20.250
264.9536
185.67
Q v
20.333
266.2103
182.46
Q v
20.417
267.4456
179.38
Q
v
20.500
268.6606
176.42
Q
v
20.583
269.8561
173.58
Q
v
20.667
271.0331
170.90
Q
v
20.750
272.1920
168.27
Q
v
20.833
273.3334
165.73
Q
v
20.917
274.4579
163.29
Q
v
21.000
275.5663
160.94
Q
v
21.083
276.6591
158.68
Q
v
21,167
277.7363
156.41
Q
v
21.250
278.7963
153.91
Q
v
21.333
279.8390
151.41
Q
v
21.417
280.8652
149.00
Q
v
21.500
281.8757
146.72
Q
v
21.583
282.8712
144.55
Q
v
21.667
283.8526
142.49
Q
v
21.750
284.8204
140.53
Q
v
21.833
285.7755
138.67
Q
v
21.917
286.7183
136.90
Q
v
22.000
287.6494
135.21
Q
v
22.083
288.5695
133.59
Q
v
22.167
289.4789
132.05
Q
v
22,250
290.3782
130.58
Q
v
22.333
291.2678
129.17
Q
v
22.417
292.1481
127.82
Q
v
22.500
293.0195
126.53
Q
v
22.583
293.8823
125.29
Q
v
22.667
294.7370
124.10
Q.
v
22.750
295.5838
122.96
Q.
v
22.833
296.4231
121.87
Q.
v
22.917
297.2552
120.81
Q.
v
2.3.000
298.0802
119.80
Q.
v
23.083
298.8984
118.80
Q.
v
23.167
299.7098
117.82
Q.
v
23.250
300.5150
116.91
Q.
v
23.333
301.3141
116.04
Q.
v
23.417
302.1075
115.19
Q.
v
23.500
302.8952
114.38
Q.
v
23.583
303.6774
113.59
Q.
v
23.667
304.4544
112.82
Q.
v
23.750
305.2263
112.08
Q
v ,
23.833
305.9933
111.36
Q
v ,
23.917
306.7554
110.66
Q
v .
24.000
307.5129
109.98
Q
v ,
FLOW PROCESS FROM NODE 40.00 TO NODE 50.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 397.00
UPSTREAM ELEVATION(FT) _
DOWNSTREAM ELEVATION(FT) _
PIPE DIAMETER(FT) = 7.00
MANNINGS FACTOR = 0.013
958.00
956.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
0.23
0.50
0.00
0.000
0.167
1.18
0.50
0.00
0.000
0.250
3.29
0.89
0.08
0.000
0.333
6.11
1.65
3.46
0.000
0.417
9.39
2.54
11.76
0.000
0.500
11.97
3.23
11.97
0.000
0.583
13.54
3.66
13.54
0.000
0.667
14.43
3.90
14.43
0.000
0.750
14.95
4.04
14.95
0.000
0.833
15.23
4.12
15.23
0.000
0.917
15.35
4.15
15.35
0.000
1.000
15.45
4.18
15.45
0.000
1.083
15.56
4.20
15.56
0.000
1.167
15.66
4.23
15.66
0.000
1.250
15.69
4.24
15.69
0.000
1.333
15.72
4.25
15.72
0.000
1.417
15.76
4.26
15.76
0.000
1.500
18.59
5.02
18.59
0.000
1.583
49.56
7.61
45.84
0.000
1.667
49.31
7.60
49.34
0.000
1.750
55.91
7.89
55.12
0.000
1.833
62.27
8.17
61.56
0.000
1.917
68.88
8.45
68.18
0.000
2.000
74.34
8.64
73.73
0.000
2.083
76.71
8.72
76.46
0.000
2.167
79.22
8.80
78.96
0.000
2.250
81.27
8.87
81.06
0.000
2.333
83.17
8.94
82.98
0.000
2.417
84.87
8.99
84.70
0.000
2.500
86.70
9.06
86.52
0.000
2.583
88.23
9.11
88.08
0.000
2.667
89.44
9.15
89.33
0.000
2.750
90.78
9.19
90.65
0.000
2.833
92.04
9.23
91.91
0.000
2.917
93.21
9.26
93.09
0.000
3.000
94.31
9.29
94.19
0.000
3.083
95.34
9.32
95.23
0.000
3.167
96.31
9.34
96.21
0.000
3.250
97.22
9.37
97.13
0.000
3.333
98.08
9.39
97.99
0.000
3.417
98.89
9.41
98.81
0.000
3.500
99.66
9.43
99.58
0.000
3.583
100.39
9.45
100.31
0.000
3.667
101.08
9.47
101.01
0.000
3.750
101.73
9.49
101.67
0.000
3.833
102.35
9.51
102.29
0.000
3.917
102.95
9.52
102.89
0.000
4.000
103.53
9.54
103.47
0.000
4.083
104.08
9.55
104.02
0.000
4.167
104.61
9.57
104.56
0.000
4.250
105.12
9.58
105.07
0.000
4.333
105.61
9.59
105.57
0.000
4.417
106.09
9.61
106.05
0.000
4.500
106.56
9.62
106.51
0.000
4.583
107.01
9.63
106.96
0.000
4.667
107.45
9.64
107.40
0.000
4.750
107.87
9.65
107.83
0.000
4.833
108.29
9.67
108.25
0.000
4.917
108.70
9.68
108.66
0.000
5.000
109.11
9.69
109.07
0.000
5.083
109.50
9.70
109.46
0.000
5.167
109.87
9.71
109.84
0.000
5.250
110.24
9.72
110.20
0.000
5.333
110.60
9.73
110.56
0.000
5.417
110.96
9.74
110.92
0.000
5.500
111.31
9.75
111.28
0.000
5.583
111.67
9.76
111.64
0.000
5.667
112.02
9.77
111.99
0.000
5.750
112.38
9.78
112.35
0.000
5.833
112.73
9.79
112.70
0.000
5.917
113.09
9.80
113.06
0.000
6.000
113.44
9.81
113.41
0.000
6.083
113.80
9.81
113.77
0.000
6.167
114.16
9.82
114.12
0.000
6.250
114.52
9.83
114.48
0.000
6.333
114.88
9.84
114.84
0.000
6.417
115.24
9.85
115.20
0.000
6.500
115.60
9.86
115.57
0.000
6.583
115.97
9.87
115.93
0.000
6.667
116.33
9.88
116.30
0.000
6.750
116.70
9.89
116.67
0.000
6.833
117.08
9.90
117.04
0.000
6.917
117.45
9.91
117.42
0.000
7.000
117.83
9.91
117.79
0.000
7.083
118.21
9.92
118.18
0.000
7.167
118.60
9.93
118.56
0.000
7.250
118.98
9.94
118.95
0.000
7.333
119.38
9.95
119.34
0.000
7.417
119.77
9.96
119.73
0.000
7.500
120.17
9.97
120.13
0.000
7.583
120.57
9.98
120.54
0.000
7.667
120.98
9.99
120.94
0.000
7.750
121.39
10.00
121.36
0.000
7.833
121.78
10.01
121.75
0.000
7.917
122.21
10.02
122.17
0.000
8.000
122.63
10.03
122.59
0.000
8.083
123.06
10.05
123.02
0.000
8.167
123.50
10.06
123.46
0.000
8.250
123.94
10.07
123.90
0.000
8.333
124.38
10.08
124.34
0.000
8.417
124.84
10.09
124.79
0.000
8.500
125.29
10.10
125.25
0.000
8.583
125.76
10.11
125.71
0.000
8.667
126.22
10.12
126.18
0.000
8.750
126.70
10.14
126.66
0.000
8.833
127.18
10.15
127.14
0.000
8.917
127.67
10.16
127.63
0.000
9.000
128.16
10.17
128.12
0.000
9.083
128.67
10.18
128.62
0.000
9.167
129.17
10.20
129.13
0.000
9.250
129.69
10.21
129.65
0.000
9.333
130.21
10.22
130.17
0.000
9.417
130.75
10.24
130.70
0.000
9.500
131.28
10.25
131.24
0.000
9.583
131.83
10.26
131.78
0.000
9.667
132.39
10.28
132.34
0.000
9.750
132.95
10.29
132.90
0.000
9.833
133.52
10.31
133.47
0.000
9.917
134.11
10.32
134.06
0.000
10.000
134.70
10.34
134.65
0.000
10.083
135.30
10.35
135.25
0.000
10.167
135.91
10.37
135.86
0.000
10.250
136.53
10.38
136.47
0.000
10.333
137.16
10.39
137.10
0.000
10.417
137.80
10.40
137.74
0.000
10.500
138.46
10.41
138.39
0.000
10.583
139.12
10.42
139.06
0.000
10.667
139.80
10.43
139.73
0.000
10.750
140.49
10.44
140.42
0.000
10.833
141.19
10.45
141.12
0.000
10.917
141.90
10.47
141.83
0.000
11.000
142.63
10.48
142.56
0.000
11.083
143.38
10.49
143.30
0.000
11.167
144.13
10.50
144.06
0.000
11.250
144.91
10.52
144.83
0.000
11.333
145.69
10.53
145.62
0.000
11.417
146.50
10.54
146.42
0.000
11.500
147.31
10.56
147.23
0.000
11.583
148.15
10.57
148.07
0.000
11.667
149.00
10.58
148.92
0.000
11.150
149.88
10.60
149.80
0.000
11.833
150.77
10.61
150.69
0.000
11.917
151.68
10.63
151.60
0.000
12.000
152.62
10.64
152.53
0.000
12.083
153.52
10.66
153.43
0.000
12.167
154.25
10.67
154.18
0.000
12.250
154.67
10.68
154.63
0.000
12.333
154.79
10.68
154.78
0.000
12.417
154.59
10.68
154.61
0.000
12.500
154.37
10.67
154.39
0.000
12.583
154.28
10.67
154.29
0.000
12.667
154.34
10.67
154.34
0.000
12.750
154.52
10.68
154.50
0.000
12.833
154.81
10.68
154.79
0.000
12.917
155.22
10.69
155.18
0.000
13.000
155.71
10.70
155.66
0.000
13.083
156.29
10.71
156.23
0.000
13.167
156.95
10.72
156.89
0.000
13.250
157.73
10.73
157.65
0.000
13.333
158.59
10.74
158.51
0.000
13.417
159.56
10.76
159.47
0.000
13.500
160.62
10.78
160.52
0.000
13.583
161.78
10.80
161.68
0.000
13.667
163.04
10.82
162.92
0.000
13.750
164.32
10.84
164.20
0.000
13.833
165.62
10.86
165.50
0.000
13.917
166.96
10.89
166.84
0.000
14.000
168.38
10.91
168.25
0.000
14.083
169.95
10.94
169.81
0.000
14.167
171.71
10.97
171.55
0.000
14.250
173.76
11.00
173.58
0.000
14.333
176.07
11.04
175.87
0.000
14.417
178.68
11.09
178.45
0.000
14.500
181.42
11.14
181.18
0.000
14.583
184.26
11.17
183.99
0.000
14.667
187.19
11.21
186.92
0.000
14.750
190.34
11.25
190.05
0.000
14.833
193.57
11.29
193.27
0.000
14.917
196.99
11.34
196.68
0.000
15.000
200.62
11.38
200.29
0.000
15.083
204.50
11.44
204.16
0.000
15.167
208.65
11.50
208.31
0.000
15.250
213.05
11.57
212.69
0.000
15.333
217.84
11.64
217.45
0.000
15.417
222.84
11.72
222.44
0.000
15.500
227.33
11.79
226.97
0.000
15.583
230.68
11.83
230.40
0.000
15.667
233.22
11.87
233.01
0.000
15.750
235.54
11.90
235.35
0.000
15.833
239.22
11.95
238.92
0.000
15.917
245.81
12.03
245.27
0.000
16.000
256.95
12.16
256.01
0.000
16.083
281.06
12.38
279.00
0.000
16.167
324.89
12.78
321.30
0.000
16.250
384.56
13.19
379.62
0.000
16.333
428.73
13.38
424.90
0.000
16.417
457.51
13.43
451.19
0.028
16.500
443.72
13.42
448.30
0.000
16.583
414.70
13.34
417.70
0.000
16.667
392.45
13.23
394.36
0.000
16.750
379.40
13.17
380.51
0.000
16.833
369.59
13.11
370.43
0.000
16.917
361.81
13.07
362.47
0.000
17.000
358.23
13.04
358.51
0.000
17.083
354.54
13.01
354.84
0.000
17.167
350.18
12.98
350.53
0.000
17.250
343.65
12.93
344.18
0.000
17.333
338.86
12.89
339.25
0.000
17.417
334.07
12.86
334.46
0.000
17.500
329.29
12.82
329.69
0.000
17.583
324.55
12.78
324.95
0.000
17.667
319.80
12.74
320.19
0.000
17.750
314.82
12.70
315.2.2
0.000
17.833
309.68
12.64
310.08
0.000
17.917
304.55
12.59
304.96
0.000
18.000
299.48
12.54
299.88
0.000
18.083
294.39
12.49
294.80
0.000
18.167
289.71
12.45
290.12
0.000
18.250
285.25
12.42
285.64
0.000
18.333
280.81
12.38
281.20
0.000
18.417
276.48
12.35
276.87
0.000
18.500
272.19
12.31
272.57
0.000
18.583
267.84
12.27
268.20
0.000
18.667
263.42
12.22
263.79
0.000
18.750
259.02
12.18
259.40
0.000
18.833
254.79
12.13
255.15
0.000
18.917
250.49
12.09
250.86
0.000
19.000
245.97
12.03
246.34
0.000
19.083
241.33
11.97
241.71
0.000
19.167
236.61
11.91
237.00
0.000
19.250
232.04
11.85
232.42
0.000
19.333
227.58
11.79
227.95
0.000
19.417
223.22
11.73
223.57
0.000
19.500
219.11
11.66
219.44
0.000
19.583
215.13
11.60
215.45
0.000
19.667
211.28
11.54
211.59
0.000
19.750
207.47
11.48
207.78
0.000
19.833
203.76
11.43
204.07
0.000
19.917
199.99
11.38
200.33
0.000
20.000
196.23
11.33
196.57
0.000
20.083
192.60
11.28
192.93
0.000
20.167
189.02
11.23
189.34
0.000
20.250
185.67
11.19
185.98
0.000
20.333
182.46
11.15
182.76
0.000
20.417
179.38
11.10
179.65
0.000
20.500
176.42
11.05
176.67
0.000
20.583
173.58
11.00
173.83
0.000
20.667
170.90
10.95
171.14
0.000
20.750
168.27
10.91
168.50
0.000
20.833
165.73
10.87
165.96
0.000
20.917
163.29
10.82
163.51
0.000
21.000
160.94
10.78
161.15
0.000
21.083
158.68
10.75
158.88
0.000
21.167
156.41
10.71
156.62
0.000
21.250
153.91
10.67
154.14
0.000
21.333
151.41
10.62
151.64
0.000
21.417
149.00
10.58
149.23
0.000
21.500
146.72
10.55
146.94
0.000
21.583
144.55
10.51
144.76
0.000
21.667
142.49
10.48
142.69
0.000
21.750
140.53
10.44
140.72
0.000
21.833
138.67
10.41
138.85
0.000
21.917
136.90
10.38
137.07
0.000
22.000
135.21
10.35
135.36
0.000
22.083
133.59
10.31
133.73
0.000
22.167
132.05
10.27
132.18
0.000
22.250
130.58
10.23
130.70
0.000
22.333
129.17
10.20
129.29
0.000
22.417
127.82
10.16
127.94
0.000
22.500
126.53
10.13
126.64
0.000
22.583
125.29
10.10
125.40
0.000
22.667
124.10
10.07
124.21
0.000
22.750
122.96
10.04
123.06
0.000
22.833
121.87
10.02
121.97
0.000
22.917
120.81
9.99
120.91
0.000
23.000
119.80
9.96
119.89
0.000
23.083
118.80
9.94
118.89
0.000
23.167
117.82
9.91
117.91
0.000
23.250
116.91
9.89
117.00
0.000
23.333
116.04
9.87
116.12
0.000
23.417
115.19
9.85
115.27
0.000
23.500
114.38
9.83
114.45
0.000
23.583
113.59
9.81
113.66
0.000
23.667
112.82
9.79
112.89
0.000
23.750
112.08
9.77
112.15
0.000
23.833
111.36
9.75
111.43
0.000
23.917
110.66
9.73
110.73
0.000
24.000
109.98
9.71
110.05
0.000
****************************************************************************
FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 98.200 ACRES
PEAK
BASEFLOW = 0.000 CFS/SQUARE-MILE
0.47
*USER ENTERED "LAG" TIME = 0.294 HOURS
PEAK
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
0.96
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
1 -HOUR RAINFALL(INCH) =
VALLEY(DEVELOPED):
SPECIFIED
"S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.290
FOOTHILL "S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.710
MOUNTAIN "S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.000
VALLEY(UNDEVELOPED)/DESERT:
SPECIFIED
"S" -CURVE PERCENTAGE(DECIMAL NOTATION) =
0.000
DESERT(UNDEVELOPED) "S" -CURVE PERCENTAGE(DECIMAL
NOTATION) = 0.000
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.095
LOW LOSS FRACTION = 0.091
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED
PEAK
5 -MINUTES RAINFALL(INCH)=
0.47
SPECIFIED
PEAK
30 -MINUTES RAINFALL(INCH)=
0.96
SPECIFIED
PEAK
1 -HOUR RAINFALL(INCH) =
1.27
SPECIFIED
PEAK
3 -HOUR RAINFALL(INCH) =
2.34
SPECIFIED
PEAK
6 -HOUR RAINFALL(INCH) =
3.39
SPECIFIED
PEAK
24-HOUR RAINFALL(INCH) =
8.00
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 28.297
UNIT HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
1.936
22.991
2
8.693
80.247
3
21.702
154.493
4
46.865
298.841
5
66.085
228.258
6
76.357
121.991
7
82.976
78.604
8
87.559
54.429
9
90.737
37.747
10
92.938
26.134
11
94.767
21.725
12
96.196
16.971
13
97.247
12.480
14
97.939
8.216
15
98.516
6.854
16
98.685
2.008
17
98.789
1.235
18
98.893
1.234
19
98.997
1.234
20
99.101
1.234
21
99.205
1.235
22
99.309
1.234
23
99.412
1.234
24
99.516
1.234
25
99.620
1.234
26
99.724
1.234
27
99.828
1.234
28
99.932
1.234
29
100.000
0.808
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0016
0.0156
2
0.0172
0.0016
0.0156
3
0.0172
0.0016
0.0157
4
0.0173
0.0016
0.0157
5
0.0173
0.0016
0.0157
6
0.0173
0.0016
0.0158
7
0.0174
0.0016
0.0158
8
0.0174
0.0016
0.0158
9
0.0175
0.0016
0.0159
10
0.0175
0.0016
0.0159
11
0.0175
0.0016
0.0159
12
0.0175
0.0016
0.0160
13
0.0176
0.0016
0.0160
14
0.0176
0.0016
0.0160
15
0.0177
0.0016
0.0161
16
0.0177
0.0016
0.0161
17
0.0177
0.0016
0.0161
18
0.0178
0.0016
0.0162
19
0.0178
0.0016
0.0162
20
0.0179
0.0016
0.0162
21
0.0179
0.0016
0.0163
22
0.0179
0.0016
0.0163
23
0.0180
0.0016
0.0163
24
0.0180
0.0016
0.0164
25
0.0181
0.0016
0.0164
26
0.0181
0.0016
0.0165
27
0.0182
0.0017
0.0165
28
0.0182
0.0017
0.0165
29
0.0182
0.0017
0.0166
30
0.0183
0.0017
0.0166
31
0.0183
0.0017
0.0167
32
0.0184
0.0017
0.0167
33
0.0184
0.0017
0.0167
34
0.0184
0.0017
0.0168
35
0.0185
0.0017
0.0168
36
0.0185
0.0017
0.0168
37
0.0186
0.0017
0.0169
38
0.0186
0.0017
0.0169
39
0.0187
0.0017
0.0170
40
0.0187
0.0017
0.0170
41
0.0188
0.0017
0.0171
42
0.0188
0.0017
0.0171
43
0.0189
0.0017
0.0172
44
0.0189
0.0017
0.0172
45
0.0190
0.0017
0.0172
46
0.0190
0.0017
0.0173
47
0.0191
0.0017
0.0173
48
0.0191
0.0017
0.0174
49
0.0192
0.0017
0.0174
50
0.0192
0.0017
0.0175
51
0.0193
0.0018
0.0175
52
0.0193
0.0018
0.0175
53
0.0194
0.0018
0.0176
54
0.0194
0.0018
0.0176
55
0.0195
0.0018
0.0177
56
0.0195
0.0018
0.0177
57
0.0196
0.0018
0.0178
58
0.0196
0.0018
0.0178
59
0.0197
0.0018
0.0179
60
0.0197
0.0018
0.0179
61
0.0198
0.0018
0.0180
62
0.0199
0.0018
0.0180
63
0.0199
0.0018
0.0181
64
0.0200
0.0018
0.0182
65
0.0200
0.0018
0.0182
66
0.0201
0.0018
0.0183
67
0.0202
0.0018
0.0183
68
0.0202
0.0018
0.0184
69
0.0203
0.0018
0.0184
70
0.0203
0.0019
0.0185
71
0.0204
0.0019
0.0186
72
0.0205
0.0019
0.0186
73
0.0206
0.0019
0.0187
74
0.0206
0.0019
0.0187
75
0.0207
0.0019
0.0188
76
0.0207
0.0019
0.0188
77
0.0208
0.0019
0.0189
78
0.0209
0.0019
0.0190
79
0.0210
0.0019
0.0191
80
0.0210
0.0019
0.0191
81
0.0211
0.0019
0.0192
82
0.0211
0.0019
0.0192
83
0.0212
0.0019
0.0193
84
0.0213
0.0019
0.0194
85
0.0214
0.0019
0.0194
86
0.0214
0.0020
0.0195
87
0.0216
0.0020
0.0196
88
0.0216
0.0020
0.0196
89
0.0217
0.0020
0.0197
90
0.0218
0.0020
0.0198
91
0.0219
0.0020
0.0199
92
0.0219
0.0020
0.0199
93
0.0220
0.0020
0.0200
94
0.0221
0.0020
0.0201
95
0.0222
0.0020
0.0202
96
0.0223
0.0020
0.0202
97
0.0224
0.0020
0.0203
98
0.0224
0.0020
0.0204
99
0.0226
0.0021
0.0205
100
0.0226
0.0021
0.0206
101
0.0228
0.0021
0.0207
102
0.0228
0.0021
0.0207
103
0.0229
0.0021
0.0209
104
0.0230
0.0021
0.0209
105
0.0231
0.0021
0.0210
106
0.0232
0.0021
0.0211
107
0.0233
0.0021
0.0212
108
0.0234
0.0021
0.0213
109
0.0236
0.0021
0.0214
110
0.0236
0.0022
0.0215
111
0.0238
0.0022
0.0216
112
0.0239
0.0022
0.0217
113
0.0240
0.0022
0.0218
114
0.0241
0.0022
0.0219
115
0.0242
0.0022
0.0220
116
0.0243
0.0022
0.0221
117
0.0245
0.0022
0.0223
118
0.0246
0.0022
0.0223
119
0.0247
0.0023
0.0225
120
0.0248
0.0023
0.0226
121
0.0250
0.0023
0.0227
122
0.0251
0.0023
0.0228
123
0.0253
0.0023
0.0230
124
0.0254
0.0023
0.0231
125
0.0255
0.0023
0.0232
126
0.0256
0.0023
0.0233
127
0.0258
0.0024
0.0235
128
0.0259
0.0024
0.0236
129
0.0261
0.0024
0.0238
130
0.0263
0.0024
0.0239
131
0.0265
0.0024
0.0241
132
0.0266
0.0024
0.0242
133
0.0268
0.0024
0.0244
134
0.0269
0.0024
0.0245
135
0.0272
0.0025
0.0247
136
0.0273
0.0025
0.0248
137
0.0275
0.0025
0.0250
138
0.0277
0.0025
0.0251
139
0.0279
0.0025
0.0254
140
0.0280
0.0026
0.0255
141
0.0283
0.0026
0.0257
142
0.0285
0.0026
0.0259
143
0.0287
0.0026
0.0261
144
0.0289
0.0026
0.0263
145
0.0256
0.0023
0.0232
146
0.0257
0.0023
0.0234
147
0.0261
0.0024
0.0237
148
0.0263
0.0024
0.0239
149
0.0266
0.0024
0.0242
150
0.0268
0.0024
0.0244
151
0.0272
0.0025
0.0247
152
0.0274
0.0025
0.0249
153
0.0278
0.0025
0.0253
154
0.0280
0.0026
0.0255
155
0.0285
0.0026
0.0259
156
0.0287
0.0026
0.0261
157
0.0292
0.0027
0.0265
158
0.0295
0.0027
0.0268
159
0.0300
0.0027
0.0273
160
0.0303
0.0028
0.0275
161
0.0308
0.0028
0.0280
162
0.0311
0.0028
0.0283
163
0.0318
0.0029
0.0289
164
0.0321
0.0029
0.0292
165
0.0328
0.0030
0.0298
166
0.0332
0.0030
0.0302
167
0.0340
0.0031
0.0309
168
0.0344
0.0031
0.0313
169
0.0371
0.0034
0.0337
170
0.0376
0.0034
0.0342
171
0.0386
0.0035
0.0351
172
0.0391
0.0036
0.0355
173
0.0402
0.0037
0.0365
174
0.0408
0.0037
0.0371
175
0.0421
0.0038
0.0383
176
0.0428
0.0039
0.0389
177
0.0443
0.0040
0.0403
178
0.0452
0.0041
0.0411
179
0.0470
0.0043
0.0427
180
0.0480
0.0044
0.0437
181
0.0503
0.0046
0.0457
182
0.0516
0.0047
0.0469
183
0.0546
0.0050
0.0496
184
0.0563
0.0051
0.0512
185
0.0426
0.0039
0.0387
186
0.0450
0.0041
0.0409
187
0.0511
0.0046
0.0464
188
0.0551
0.0050
0.0501
189
0.0665
0.0060
0.0604
190
0.0751
0.0068
0.0682
191
0.1072
0.0079
0.0993
192
0.1476
0.0079
0.1397
193
0.4611
0.0079
0.4532
194
0.0873
0.0079
0.0794
195
0.0600
0.0055
0.0545
196
0.0478
0.0043
0.0434
197
0.0582
0.0053
0.0529
198
0.0530
0.0048
0.0482
199
0.0491
0.0045
0.0447
200
0.0461
0.0042
0.0419
201
0.0435
0.0040
0.0396
202
0.0414
0.0038
0.0377
203
0.0396
0.0036
0.0360
204
0.0381
0.0035
0.0346
205
0.0348
0.0032
0.0316
206
0.0336
0.0031
0.0305
207
0.0325
0.0030
0.0295
208
0.0315
0.0029
0.0286
209
0.0306
0.0028
0.0278
210
0.0297
0.0027
0.0270
211
0.0290
0.0026
0.0263
212
0.0283
0.0026
0.0257
213
0.0276
0.0025
0.0251
214
0.0270
0.0025
0.0245
215
0.0264
0.0024
0.0240
216
0.0259
0.0024
0.0235
217
0.0290
0.0026
0.0264
218
0.0286
0.0026
0.0260
219
0.0282
0.0026
0.0256
220
0.0278
0.0025
0.0253
221
0.0274
0.0025
0.0249
222
0.0270
0.0025
0.0246
223
0.0267
0.0024
0.0243
224
0.0264
0.0024
0.0240
225
0.0260
0.0024
0.0237
226
0.0257
0.0023
0.0234
227
0.0255
0.0023
0.0231
228
0.0252
0.0023
0.0229
229
0.0249
0.0023
0.0226
230
0.0246
0.0022
0.0224
231
0.0244
0.0022
0.0222
232
0.0242
0.0022
0.0220
233
0.0239
0.0022
0.0218
234
0.0237
0.0022
0.0215
235
0.0235
0.0021
0.0214
236
0.0233
0.0021
0.0212
237
0.0231
0.0021
0.0210
238
0.0229
0.0021
0.0208
239
0.0227
0.0021
0.0206
240
0.0225
0.0020
0.0205
241
0.0223
0.0020
0.0203
242
0.0222
0.0020
0.0201
243
0.0220
0.0020
0.0200
244
0.0218
0.0020
0.0198
245
0.0217
0.0020
0.0197
246
0.0215
0.0020
0.0195
247
0.0213
0.0019
0.0194
248
0.0212
0.0019
0.0193
249
0.0211
0.0019
0.0191
250
0.0209
0.0019
0.0190
251
0.0208
0.0019
0.0189
252
0.0206
0.0019
0.0188
253
0.0205
0.0019
0.0186
254
0.0204
0.0019
0.0185
255
0.0203
0.0018
0.0184
256
0.0201
0.0018
0.0183
257
0.0200
0.0018
0.0182
258
0.0199
0.0018
0.0181
259
0.0198
0.0018
0.0180
260
0.0197
0.0018
0.0179
261
0.0196
0.0018
0.0178
262
0.0194
0.0018
0.0177
263
0.0193
0.0018
0.0176
264
0.0192
0.0018
0.0175
265
0.0191
0.0017
0.0174
266
0.0190
0.0017
0.0173
267
0.0189
0.0017
0.0172
268
0.0188
0.0017
0.0171
269
0.0187
0.0017
0.0170
270
0.0186
0.0017
0.0170
271
0.0186
0.0017
0.0169
272
0.0185
0.0017
0.0168
273
0.0184
0.0017
0.0167
274
0.0183
0.0017
0.0166
275
0.0182
0.0017
0.0166
276
0.0181
0.0016
0.0165
277
0.0180
0.0016
0.0164
278
0.0180
0.0016
0.0163
279
0.0179
0.0016
0.0163
280
0.0178
0.0016
0.0162
281
0:0177
0.0016
0.0161
282
0.0176
0.0016
0.0160
283
0.0176
0.0016
0.0160
284
0.0175
0.0016
0.0159
285
0.0174
0.0016
0.0158
286
0.0174
0.0016
0.0158
287
0.0173
0.0016
0.0157
288
0.0172
0.0016
0.0156
TOTAL
STORM RAINFALL(INCHES) =
7.99
TOTAL
SOIL-LOSS(INCHES) = 0.69
TOTAL
EFFECTIVE RAINFALL(INCHES)
= 7.31
----------------------------------------------------------------------------
TOTAL SOIL -LOSS
VOLUME(ACRE-FEET) =
5.6125
TOTAL STORM
----------------------------------------------------------------------------
RUNOFF VOLUME(ACRE-FEET)
= 59.7578
2 4-
H O U R
S T O R M
R
U N O F
F H Y
D R O G R A P H
HYDROGRAPH IN FIVE-MINUTE
UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is at END
of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0.
75.0 150.0 225.0 300.0
0.083
0.0025
0.36
Q
0.167
0.0136
1.61
Q
,
0.250
0.0413
4.03
Q
0.333
0.1012
8.70
VQ
0.417
0.1857
12.27
VQ
0.500
0.2835
14,20
VQ
0.583
0.3900
15.46
V Q
0.667
0.5025
16.34
V Q
0.750
0.6193
16.96
V Q
0.833
0.7391
17.40
V Q
0.917
0.8616
17.78
V Q
1.000
0.9861
18.08
V Q
,
1.083
1.1122
18.31
V Q
1.167
1.2394
18.48
V Q
1.250
1.3677
18.62
V Q
1.333
1.4964
18.69
VQ
1.417
1.6256
18.75
VQ
1.500
1.7551
18.81
.VQ
1.583
1.8851
18.87
.VQ
1.667
2.0154
18.93
VQ
1.750
2.1462
18.99
VQ
1.833
2.2774
19.05
.VQ
,
1.917
2.4091
19.11
.VQ
,
2.000
2.5411
19.17
VQ
2.083
2.6736
19.23
VQ
2.167
2.8065
19.30
VQ
2.250
2.9398
19.36
.VQ
2.333
3.0736
19.42
Q
2.417
3.2077
19.48
Q
2.500
3.3422
19.52
Q
,
2.583
3.4769
19.57
Q
,
2.667
3.6120
19.61
Q
2.750
3.7474
19.66
Q
2.833
3.8831
19.70
Q
2.917
4.0191
19.75
Q
3.000
4.1555
19.80
Q
3.083
4.2922
19.84
Q
3.167
4.4292
19.89
Q
3.250
4.5665
19.94
QV
3.333
4.7041
19.99
QV
3.417
4.8421
20.04
QV
,
3.500
4.9805
20.09
QV
3.583
5.1191
20.14
QV
3.667
5.2582
20.19
QV
3.750
5.3975
20.24
QV
3.833
5.5372
20.29
QV
3.917
5.6773
20.34
QV
4.000
5.8178
20.39
QV
4.083
5.9585
20.44
QV
4.167
6.0997
20.50
Q V
4.250
6.2412
20.55
Q V
4.333
6.3831
20.60
Q V
4.417
6.5254
20.66
Q V
4.500
6.6680
20.71
Q V
4.583
6.8111
20.77
Q V
4.667
6.9545
20.82
Q V
4.750
7.0983
20.88
Q V
4.833
7,2425
20.94
Q V
4.917
7.3871
20.99
Q V
5.000
7.5321
21.05
Q V
5.083
7.6775
21.11
Q V
5.167
7.8233
21.17
Q V
5.250
7.9695
21.23
Q V
5.333
8.1162
21.29
Q V
5.417
8.2632
21.35
Q V
5.500
8.4107
21.42
Q V
5.583
8.5587
21.48
Q V
5.667
8.7070
21.54
Q V
5.750
8.8558
21.61
Q V
5.833
9.0051
21.67
Q V
5.917
9.1548
21.74
Q V
6.000
9.3049
21.80
Q V
6.083
9.4555
21.87
Q V
6.167
9.6066
21.94
Q V
6.250
9.7581
22.00
Q V
6.333
9.9102
22.07
Q V
6.417
10.0627
22.14
Q V
6.500
10.2157
22.22
Q V
6.583
10.3692
22.29
Q V
6.667
10.5231
22.36
Q V
6.750
10.6776
22.43
Q V
6.833
10.8326
22.51
Q V
6.917
10.9881
22.58
Q V
7.000
11.1442
22.66
Q V
7.083
11.3008
22.73
Q V
7.167
11.4579
22.81
Q V
7.250
11.6155
22.89
Q V
7.333
11.7737
22.97
Q V
7.417
11.9325
23.05
Q V
7.500
12.0918
23.13
Q V .
7.583
12.2517
23.22
Q V .
7.667
12.4121
23.30
Q V .
7.750
12.5732
23.38
Q V .
7.833
12.7348
23.47
Q V .
7.917
12.8971
23.56
Q V .
8.000
13.0599
23.65
Q V .
8.083
13.2234
23.74
Q V .
8.167
13.3875
23.83
Q V .
8.250
13.5523
23.92
Q V.
8.333
13.7176
24.01
Q V.
8.417
13.8837
24.11
Q V.
8.500
14.0504
24.21
Q V.
8.583
8.667
8.750
8.833
8.917
9.000
9.083
9.167
9.250
9.333
9.417
9.500
9.583
9.667
9.750
9.833
9.917
10.000
10.083
10.167
10.250
10.333
10.417
10.500
10.583
10.667
10.750
10.833
10.917
11.000
11.083
11.167
11.250
11.333
11.417
11.500
11.583
11.667
11.750
11.833
11.917
12.000
12.083
12.167
12.250
12.333
12.417
12.500
12.583
12.667
12.750
12.833
12.917
13.000
13.083
13.167
13.250
14.2178
14.3858
14.5546
14.7240
14.8942
15.0651
15.2367
15.4091
15.5823
15.7562
15.9309
16.1064
16.2827
16.4599
16.6378
16.8167
16.9964
17.1770
17.3585
17.5409
17.7243
17.9086
18.0938
18.2801
18.4674
18.6557
18.8450
19.0355
19.2270
19.4196
19.6134
19.8083
20.0045
20.2018
20.4004
20.6003
20.8015
21.0040
21.2079
21.4132
21.6200
21.8282
22.0374
22.2463
22.4534
22.6553
22.8537
23.0512
23.2487
23.4470
23.6464
23.8473
24.0499
24.2543
24.4607
24.6694
24.8803
24.30 Q
24.40 Q
24.50 Q
24.61 Q
24.71 Q
24.82 Q
24.92 Q
25.03 Q
25.14 Q
25.25 Q
25.37 Q
25.48 Q
25.60 Q
25.72 Q
25.84 Q
25.97 Q
26.09 Q
26.22 Q
26.35 Q
26.49 Q
26.62 Q
26.76 Q
26.90 Q
27.05 Q
27.19 Q
27.34 Q
27.49 Q
27.65 Q
27.81 Q
27.97 Q
28.14 Q
28.31 Q
28.48 Q
28.66 Q
28.84 Q
29.02 Q
29.21 Q
29.41 Q
29.60 Q
29.81 Q
30.02 Q
30.23 Q
30.38 Q
30.34 Q
30.06 Q
29.32 Q
28.81 Q
28.67 Q
28.68 Q
28.79 Q
28.95 Q
29.17 Q
29.41 Q
29.68 Q
29.97 Q
30.30 Q
30.63 Q
13.333
25.0939
31.01
Q
v
13.417
25.3101
31.39
Q
V
13.500
25.5291
31.80
Q
v
13.583
25.7510
32.22
Q
v
13.667
25.9759
32.66
Q
v
13.750
26.2040
33.12
Q
V
13.833
26.4354
33.61
Q
v
13.917
26.6703
34.11
Q
v
14.000
26.9090
34.65
Q
V .
14.083
27.1516
35.24
Q
v .
14.167
27.3994
35.97
Q
V .
14.250
27.6532
36.85
Q
v .
14.333
27.9151
38.03
Q
v .
14.417
28.1844
39.10
Q
V .
14.500
28.4603
40.06
Q
V.
14.583
28.7425
40.98
Q
V.
14.667
29.0313
41.93
Q
V.
14.750
29.3266
42.88
Q
V.
14.833
29.6291
43.92
Q
V.
14.917
29.9389
44.99
Q
V
15.000
30.2569
46.18
Q
V
15.083
30.5836
47.43
Q
v
15.167
30.9199
48.83
Q
v
15,250
31.2666
50.34
Q
v
15.333
31.6251
52.06
Q
v
15.417
31.9939
53.56
Q
v
15.500
32.3690
54,46
Q
V
15.583
32.7440
54.44
Q
v
15.667
33.1064
52.62
Q
v
15.750
33.4678
52.49
Q
v
15.833
33.8476
55.15
Q
v
15.917
34.2613
60.06
Q
v
16.000
34.7365
69.01
Q.
V
16.083
35.3540
89.66
Q
v
16.167
36.2167
125.26
Q v
16.250
37.3486
164.35
Q V
16.333
38.8115
212.41
V
Q .
16.417
40.0242
176.09
Q
V
16.500
40.8925
126.08
Q
v
16.583
41.5882
101.02
Q
v
16.667
42.1920
87.67
Q
v ,
16.750
42.7282
77.85
Q
v .
16.833
43.2083
69.71
Q.
v .
16.917
43.6519
64.42
Q
V.
17.000
44.0605
59.33
Q
V.
17.083
44.4366
54.61
Q
V.
17.167
44.7823
50.20
Q
V.
17.250
45.1056
46.94
Q
v
17.333
45.3996
42.69
Q
V
17.417
45.6772
40.31
Q
V
17.500
45.9434
38.65
Q
v
17.583
46.2000
37.26
Q
V
17.667
46.4478
35.98
Q
v
17.750
46.6878
34.85
Q
v
17.833
46.9209
33.84
Q
v
17.917
47.1477
32.93
Q
v
18.000
47.3687
32.09
Q
v
18.083
47.5848
31.39
Q
v
18.167
47.7978
30.92
Q
v
18.250
48.0095
30.74
Q
V
18.333
48.2232
31.04
Q
v
18.417
48.4366
30.98
Q
v
18.500
48.6468
30.52
Q
v
18.583
48.8551
30.25
Q
v
18.667
49.0614
29.96
Q
v
18.750
49.2656
29.64
Q
V
18.833
49.4673
29.29
Q
v
18.917
49.6668
28.96
Q
V
19.000
49.8639
28.63
Q
v
19.083
50.0589
28.31
Q
v
19.167
50.2516
27.99
Q
v
19.250
50.4422
27.68
Q
V
19.333
50.6307
27.36
Q
v
19.417
50.8171
27.06
Q
v
19.500
51.0015
26.78
Q
v
19.583
51.1840
26.50
Q
v
19.667
51.3647
26.24
Q
v
19.750
51.5437
25.98
Q
v
19.833
51.7209
25.74
Q
v
19.917
51.8966
25.50
Q
v
20.000
52.0706
25.27
Q
v
20.083
52.2431
25.05
Q
v
20.167
52.4142
24.84
Q
V
20.250
52.5838
24.63
Q
v
20.333
52.7520
24.43
Q
v
20.417
52.9189
24.23
Q
V
20.500
53.0845
24.04
Q
V
20.583
53.2487
23.85
Q
v
20.667
53.4117
23.67
Q
v
20.750
53.5735
23.49
Q
V
20.833
53.7341
23.32
Q
v
20.917
53.8936
23.15
Q
v
21.000
54.0519
22.99
Q
v
21.083
54.2091
22.83
Q
v
21.167
54.3652
22.67
Q
v
21.250
54.5203
22.52
Q
v
21.333
54.6744
22.37
Q
V
21.417
54.8275
22.23
Q
v
21.500
54.9796
22.09
Q
v
21.583
55.1308
21.95
Q
V
21.667
55.2810
21.81
Q
v
21.750
55.4303
21.68
Q
v
21.833
55.5788
21.55
Q
v
21.917
55.7263
21.43
Q
v
22.000
55.8730
21.30
Q
v
22.083
56.0189
21.18
Q
v
22.167
56.1640
21.06
Q
v
22.250
56.3082
20.95
Q
V
22.333
56.4517
20.83
Q
v
22.417
56.5944
20.72
Q
v
22.500
56.7363
20.61
Q
v
22.583
56.8775
20.50
Q
V .
22.667
57.0180
20.40
Q
v .
22.750
57.1578
20.29
Q
V .
22.833
57.2968
20.19
Q
V ,
22.917
57.4352
20.09
Q
V
23.000
57.5729
19.99
Q
V .
23.083
57.7099
19.90
Q
V ,
23.167
57.8463
19.80
Q
V ,
23.250
57.9821
19.71
Q
V .
23.333
58.1172
19.62
Q
V ,
23.417
58.2517
19.53
Q
V ,
23.500
58.3855
19.44
Q
V.
23.583
58.5188
19.35
Q
V.
23.667
58.6515
19.27
Q
V.
23.750
58.7836
19.18
Q
V.
23.833
58.9152
19.10
Q
V.
23.917
59.0461
19.02
Q
V.
24.000
59.1765
18.94
Q
V.
24.083
59.3040
18.50
Q
V.
24.167
59.4222
17.17
Q
V.
24.250
59.5234
14.69
Q
V.
24.333
59.5921
9.98
Q
V.
24.417
59.6360
6.38
Q
V.
24.500
59.6667
4.45
Q
V.
24.583
59.6888
3.21
Q
V.
24.667
59.7049
2.34
Q
V.
24.750
59.7169
1.75
Q
V.
24.833
59.7261
1.33
Q
V.
24.917
59.7329
0.99
Q
V.
25.000
59.7379
0.72
Q
V.
25.083
59.7415
0.52
Q
V.
25.167
59.7442
0.39
Q
V.
25.250
59.7461
0.28
Q
V.
25.333
59.7478
0.25
Q
V.
25.417
59.7494
0.23
Q
V.
25.500
59.7509
0.21
Q
V.
25.583
59.7522
0.19
Q
V.
25.667
59.7533
0.17
Q
V.
25.750
59.7544
0.15
Q
V.
25.833
59.7553
0.13
Q
V.
25.917
59.7560
0.11
Q
V.
26.000
59.7567
0.09
Q
V.
26.083
59.7571
0.07
Q
V.
26.167
59.7575
0.05
Q
V.
26.250
59.7577
0.03
Q
V.
26.333
59.7578
0.01
Q
V
FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 11
----------------------------------------------------------------------------
»»>VIEW STREAM NUMBER 1 HYDROGRAPH««<
STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals)
----------------------------------------------------------------------------
TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------
0.083 0.0025 0.36 Q ,
0.167
0.0136
1.61
Q
0.250
0.0419
4.11
Q
0.333
0.1256
12.16
Q
0.417
0.2911
24.03
VQ
0.500
0.4713
26.17
VQ
0.583
0.6710
28.99
VQ
0.667
0.8829
30.77
VQ
0.750
1.1027
31.91
VQ
0.833
1.3274
32.64
VQ
0.917
1.5556
33.12
VQ
1.000
1.7865
33.53
VQ
1.083
2.0197
33.87
VQ
1.167
2.2548
34.14
VQ
1.250
2.4911
34.31
VQ
1.333
2.7281
34.42
VQ
1.417
2.9658
34.51
VQ
1.500
3.2234
37.40
V Q
1.583
3.6691
64.71
V Q
1.667
4.1393
68.27
V Q
1.750
4.6496
74.11
V
Q
1.833
5.2048
80.61
V
Q
1.917
5.8060
87.29
V
Q
2.000
6.4458
92.91
V
Q
2.083
7.1049
95.69
V
Q
2.167
7.7815
98.25
V
Q
2.250
8.4731
100.42
V
Q
2.333
9.1784
102.40
V
Q
2.417
9.8958
104.18
V
Q
2.500
10.6261
106.04
v
Q
2.583
11.3675
107.64
V
Q
2.667
12.1177
108.94
.V
Q
2.750
12.8775
110.31
V
Q
2.833
13.6461
111.61
V
Q
2.917
14.4233
112.84
V
Q
3.000
15.2083
113.99
V
Q
3.083
16.0009
115.08
v
Q
3.167
16.8005
116.10
V
Q
3.250
17.6067
117.06
V
Q
3.333
18.4192
117.98
V
Q
3.417
19.2377
118.84
V
Q
3.500
20.0618
119.67
V
Q
3.583
20.8914
120.45
V
Q
3.667
21.7260
121.19
V
Q
3.750
22.5656
121.90
V
Q
3.833
23.4098
122.58
V
Q
3.917
24.2585
123.23
V
Q
4.000
25.1115
123.86
V
Q
4.083
25.9688
124.47
V
Q
4.167
26.8300
125.05
V
Q
4.250
27.6951
125.62
V
Q
4.333
28.5641
126.17
V
Q
4.417
29.4367
126.70
v
Q
4.500
30.3129
127.22
V
Q
4.583
31.1926
127.73
V
Q
4.667
32.0757
128.23
V
Q
4.750
32.9621
128.71
V
Q
4.833
33.8519
129.19
V
Q
4.917
34.7449
129.66
V Q
5.000
35.6410
130.12
V Q
5.083
36.5403
130.57
V Q
5.167
37.4426
131.01
V Q
5.250
38.3477
131.43
V Q
5.333
39.2558
131.86
V Q
5.417
40.1668
132.28
V Q
5.500
41.0807
132.70
V Q
5.583
41.9975
133.11
V Q
5.667
42.9171
133.53
V Q
5.750
43.8397
133.95
V Q
5.833
44.7651
134.37
V Q
5.917
45.6934
134.79
V Q
6.000
46.6246
135.21
V Q
6.083
47.5588
135.63
V Q
6.167
48.4958
136.06
V Q
6.250
49.4358
136.49
V Q
6.333
50.3787
136.92
V Q
6.417
51.3246
137.35
V Q
6.500
52.2735
137.78
V Q
6.583
53.2254
138.22
V Q
6.667
54.1804
138.66
V Q
6.750
55.1384
139.10
V Q
6.833
56.0994
139.55
V Q
6.917
57.0636
140.00
V Q
7.000
58.0309
140.45
V Q .
7.083
59.0013
140.91
V Q .
7.167
59.9750
141.37
V Q .
7.250
60.9518
141.84
V Q .
7.333
61.9319
142.31
V Q .
7.417
62.9153
142.79
V Q .
7.500
63.9020
143.27
V Q .
7.583
64.8920
143.75
V Q .
7.667
65.8854
144.24
V Q .
7.750
66.8822
144.74
VQ .
7.833
67.8824
145.22
VQ .
7.917
68.8860
145.72
VQ .
8.000
69.8931
146.24
VQ .
8.083
70.9039
146.76
VQ .
8.167
71.9182
147.29
VQ .
8.250
72.9362
147.82
VQ .
8.333
73.9580
148.36
VQ .
8.417
74.9835
148.90
VQ .
8.500
76.0128
149.46
VQ .
8.583
77.0460
150.02
Q .
8.667
78.0831
150.59
Q .
8.750
79.1241
151.16
Q .
8.833
80.1692
151.74
Q .
8.917
81.2183
152.33
Q .
9.000
82.2716
152.94
Q .
9.083
83.3290
153.54
Q ,
9.167
84.3908
154.16
Q .
9.250
85.4568
154.79
Q .
9.333
86.5272
155.42
QV.
9.417
87.6020
156.07
QV.
9.500
88.6814
156.72
QV.
9.583
89.7653
157.38
QV.
9.667
90.8538
158.06
Q.
9.750
91.9471
158.74
Q.
9.833
93.0452
159.44
Q.
9.917
94.1482
160.15
Q-
10.000
95.2561
160.87
QV
10.083
96.3690
161.60
QV
10.167
97.4871
162.34
QV
10.250
98.6103
163.09
QV
10.333
99.7388
163.86
QV
10.417
100.8727
164.64
QV
10.500
102.0121
165.44
QV
10.583
103.1571
166.25
QV
10.667
104.3077
167.07
QV
10.750
105.4641
167.91
Q.V ,
10.833
106.6265
168.77
Q.V
10.917
107.7948
169.64
Q.V
11.000
108.9693
170.53
Q.V
11.083
110.1500
171.44
Q.V
11.167
111.3371
172.37
Q.V
11.250
112.5307
173.31
Q.V
11.333
113.7309
174.27
Q.V
11.417
114.9379
175.25
Q V
11.500
116.1518
176.26
Q V
11.583
117.3727
177.28
Q V
11.667
118.6009
178.33
Q V
11.750
119.8364
179.40
Q V
11.833
121.0795
180.50
Q V
11.917
122.3303
181.61
Q V
12.000
123.5890
182.76
Q V
12.083
124.8549
183.81
Q V
12.167
126.1257
184.52
Q V
12.250
127.3977
184.69
Q V
12.333
128.6655
184.09
Q V
12.417
129.9288
183.42
Q V
12.500
131.1895
183.06
Q V ,
12.583
132.4497
182.97
Q V
12.667
133.7109
183.13
Q V
12.750
134.9743
183.46
Q V
12.833
136.2413
183.96
Q V
12.917
137.5126
184.59
Q V
13.000
138.7890
185.34
Q V
13.083
140.0714
186.20
Q V
13.167
141.3606
187.19
Q V
13.250
142.6573
188.29
Q V
13.333
143.9626
189.52
Q V
13.417
145.2770
190.86
Q V
13.500
146.6016
192.32
Q V
13.583
147,9369
193.89
.Q V
13.667
149.2840
195.59
.Q V
13.750
150.6429
197,32
.Q V
13.833
152.0142
199.11
.Q V
13.917
153.3981
200.94
Q V
14.000
154.7954
202.90
Q V
14.083
156.2076
205.04
Q V
14.167
157.6368
207.52
Q V
14.250
159.0860
210.43
Q V
14.333
160.5592
213.90
Q V
14 .417
162.0575
217.55
Q V
14.500
163.5812
221.25
Q V
14.583
165.1306
224.97
Q V
14.667
166.7067
228.85
Q V
14.750
168.3109
232.93
Q V
14.833
169.9444
237.19
Q V
14.917
171.6088
241.67
Q V .
15.000
173.3063
246.47
Q V .
15.083
175.0390
251.59
Q V .
15.167
176.8100
257.14
Q V .
15.250
178.6215
263.03
Q V .
15.333
180.4776
269.50
Q V .
15.417
182.3783
275.99
Q V.
15,500
184.3166
281.44
Q V.
15.583
186.2783
284.84
Q V.
15.667
188.2454
285.63
Q V.
15.750
190.2278
287.83
Q V.
15.833
192.2530
294.06
Q V
15.917
194.3558
305.33
Q V
16.000
196.5943
325.02
Q V
16.083
199.1332
368.65
VQ
16.167
202.2087
446.56
V
Q
16.250
205.9550
543.97
V
Q
16.333
210.3442
637.31
V
Q
16.417
214.6643
627.28
V
Q
16.500
218.6201
574.38
V
Q
16.583
222.1925
518.71
V
Q.
16.667
225.5122
482.02
V
Q
16.750
228.6690
458.36
V Q
16.833
231.7003
440.14
VQ
16.917
234.6403
426.89
Q
17.000
237.5180
417.84
QV
17.083
240.3378
409.44
Q
V
17.167
243.0977
400.72
Q
V
17.250
245.7913
391.12
Q
V
17.333
248.4217
381.94
Q
V
17.417
251.0028
374.78
Q
V
17.500
253.5396
368.34
Q
V
17.583
256.0341
362.20
Q
V
17.667
258.4871
356.17
Q
V
17.750
260.8980
350.07
Q
V
17.833
263.2666
343.92
Q.
V
17.917
265.5937
337.89
Q.
V
18.000
267,8799
331.97
Q
V .
18.083
270.1264
326.19
Q
V .
18.167
272.3374
321.04
Q
V .
18.250
274.5163
316.38
Q
V .
18.333
276.6667
312.23
Q
V.
18.417
278.7868
307.85
Q
V.
18.500
280.8742
303.09
Q
V.
18.583
282.9297
298.46
Q
V.
18.667
284.9528
293.75
Q
V.
18.750
286.9434
289.03
Q
V
18.833
288.9024
284.44
Q
V
18.917
290.8295
279.82
Q
V
19.000
292.7233
274.97
Q
V
19.083
294.5829
270.01
Q
V
19.167
296.4078
264.98
Q
v
19.250
298.1991
260.10
Q
v
19.333
299.9575
255.32
Q
v
19.417
301.6837
250.64
Q
v
19.500
303.3793
246.21
Q
v
19.583
305.0457
241.95
Q
v
19.667
306.6836
237.83
Q
V
19.750
308.2935
233.77
Q
v
19.833
309.8763
229.81
Q
v
19.917
311.4315
225.83
Q
V
20.000
312.9594
221.84
Q
v
20.083
314.4606
217.98
Q
v
20.167
315.9356
214.18
Q
V
20.250
317.3861
210.61
Q
v
20.333
318.8130
207.19
Q
v
20.417
320.2172
203.88
Q
v
20.500
321.5995
200.71
.Q
V
20.583
322.9609
197.68
Q
v
20.667
324.3026
194.81
Q
v
20.750
325.6248
191.99
Q
v
20.833
326.9284
189.27
Q
v
20.917
328.2139
186.66
Q
v
21.000
329.4821
184.14
Q
v
21.083
330.7336
181.71
Q
v
21.167
331.9683
179.29
Q
V
21.250
333.1850
176.66
Q
v
21.333
334.3835
174.02
Q.
v
21.417
335.5643
171.46
Q.
V
21.500
336.7284
169.02
Q.
v
' 21.583
337.8765
166.71
Q.
V
21.667
339.0095
164.51
Q.
V
21.750
340.1280
162.41
Q.
V
21.833
341.2327
160.40
Q.
v
21.917
342.3243
158.50
Q.
v
22.000
343.4033
156.67
Q
v
22.083
344.4702
154.91
Q
v
22.167
345.5256
153.25
Q
V
22.250
346.5700
151.65
Q
v
22.333
347.6039
150.12
Q
v
22.417
348.6277
148.66
Q
V
22.500
349.6418
147.25
Q
v
22.583
350.6467
145.90
Q
v
22.667
351.6426
144.61
Q
v
22.750
352.6299
143.36
Q
v
22.833
353.6089
142.16
Q
v
22.917
354.5800
141.00
Q
v
23.000
355.5434
139.89
Q
v
23.083
356.4993
138.79
Q
v
23.167
357.4477
137.71
Q
v
23.250
358.3892
136.71
Q
v
23.333
359.3240
135.74
Q
v
23.417
360.2524
134.80
Q
v
23.500
361.1745
133.89
Q
v
23.583
362.0906
133.01
Q
v .
23.667
363.0008
132.16
Q
v ,
23.750
363.9052
131.33
Q
V .
23.833
364.8042
130.53
Q
v .
23.917 365.6977 129.74 Q V .
24.000 366.5861 128.99 Q V .
FLOW PROCESS FROM NODE 50.00 TO NODE 60.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 2000.00
UPSTREAM ELEVATION(FT) =
DOWNSTREAM ELEVATION(FT) _
PIPE DIAMETER(FT) = 7.50
MANNINGS FACTOR = 0.013
956.00
944.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
0.36
0.50
0.00
0.000
0.167
1.61
0.50
0.00
0.000
0.250
4.11
0.97
0.00
0.000
0.333
12.16
2.86
0.00
0.000
0.417
24.03
5.66
0.00
0.000
0.500
26.17
6.16
27.89
0.000
0.583
28.99
6.83
32.99
0.000
0.667
30.77
7.05
32.15
0.000
0.750
31.91
7.11
31.51
0.000
0.833
32.64
7.15
35.78
0.000
0.917
33.12
7.17
32.77
0.000
1.000
33.53
7.19
33.24
0.000
1.083
33.87
7.21
33.63
0.000
1.167
34.14
7.22
34.18
0.000
1.250
34.31
7.23
35.38
0.000
1.333
34.42
7.23
34.88
0.000
1.417
34.51
7.24
34.44
0.000
1.500
37.40
7.38
35.41
0.000
1.583
64.71
8.68
48.81
0.000
1.667
68.27
8.82
66.35
0.000
1.750
74.11
9.05
71.09
0.000
1.833
80.61
9.30
77.42
0.000
1.917
87.29
9.55
84.18
0.000
2.000
92.91
9.74
90.20
0.000
2.083
95.69
9.82
94.33
0.000
2.167
98.25
9.89
97.02
0.000
2.250
100.42
9.96
99.39
0.000
2.333
102.40
10.01
101.47
0.000
2.417
104.18
10.07
103.35
0.000
2.500
106.04
10.12
105.19
0.000
2.583
107.64
10.17
106.92
0.000
2.667
108.94
10.21
108.36
0.000
2.750
110.31
10.25
109.70
0.000
2.833
111.61
10.29
111.04
0.000
2.917
112.84
10.32
112.30
0.000
3.000
113.99
10.36
113.49
0.000
3.083
115.08
10.39
114.61
0.000
3.167
116.10
10.42
115.66
0.000
3.250
117.06
10.45
116.65
0.000
3.333
117.98
10.47
117.59
0.000
3.417
118.84
10.50
118.48
0.000
3.500
119.67
10.52
119.29
0.000
3.583
120.45
10.54
120.09
0.000
3.667
121.19
10.55
120.85
0.000
3.750
121.90
10.57
121.58
0.000
3.833
122.58
10.59
122.27
0.000
3.917
123.23
10.60
122.93
0.000
4.000
123.86
10.62
123.57
0.000
4.083
124.47
10.63
124.19
0.000
4.167
125.05
10.65
124.79
0.000
4.250
125.62
10.66
125.36
0.000
4.333
126.17
10.67
125.92
0.000
4.417
126.70
10.68
126.46
0.000
4.500
127.22
10.70
126.99
0.000
4.583
127.73
10.71
127.50
0.000
4.667
128.23
10.72
128.01
0.000
4.750
128.71
10.73
128.50
0.000
4.833
129.19
10.74
128.98
0.000
4.917
129.66
10.75
129.45
0.000
5.000
130.12
10.76
129.92
0.000
5.083
130.57
10.78
130.37
0.000
5.167
131.01
10.79
130.82
0.000
5.250
131.43
10.80
131.25
0.000
5.333
131.86
10.81
131.67
0.000
5.417
132.28
10.82
132.09
0.000
5.500
132.70
10.83
132.51
0.000
5.583
133.11
10.84
132.93
0.000
5.667
133.53
10.84
133.35
0.000
5.750
133.95
10.85
133.77
0.000
5.833
134.37
10.86
134.19
0.000
5.917
134.79
10.87
134.61
0.000
6.000
135.21
10.88
135.03
0.000
6.083
135.63
10.89
135.45
0.000
6.167
136.06
10.90
135.88
0.000
6.250
136.49
10.91
136.30
0.000
6.333
136.92
10.92
136.73
0.000
6.417
137.35
10.93
137.16
0.000
6.500
137.78
10.94
137.59
0.000
6.583
138.22
10.96
138.03
0.000
6.667
138.66
10.97
138.47
0.000
6.750
139.10
10.98
138.91
0.000
6.833
139.55
10.99
139.36
0.000
6.917
140.00
11.00
139.81
0.000
7.000
140.45
11.01
140.26
0.000
7.083
140.91
11.02
140.71
0.000
7.167
141.37
11.03
141.18
0.000
7.250
141.84
11.04
141.64
0.000
7.333
142.31
11.05
142.11
0.000
7.417
142.79
11.06
142.59
0.000
7.500
143.27
11.07
143.06
0.000
7.583
143.75
11.09
143.55
0.000
7.667
144.24
11.10
144.04
0.000
7.750
144.74
11.11
144.53
0.000
7.833
145.22
11.12
145.02
0.000
7.917
145.72
11.13
145.52
0.000
8.000
146.24
11.14
146.03
0.000
8.083
146.76
11.16
146.54
0.000
8.167
147.29
11.17
147.07
0.000
8.250
147.82
11.18
147.60
0.000
8.333
148.36
11.19
148.14
0.000
8.417
148.90
11.21
148.68
0.000
8.500
149.46
11.22
149.22
0.000
8.583
150.02
11.23
149.78
0.000
8.667
150.59
11.24
150.35
0.000
8.750
151.16
11.26
150.92
0.000
8.833
151.74
11.27
151.50
0.000
8.917
152.33
11.28
152.09
0.000
9.000
152.94
11.29
152.68
0.000
9.083
153.54
11.31
153.29
0.000
9.167
154.16
11.32
153.90
0.000
9.250
154.79
11.33
154.53
0.000
9.333
155.42
11.35
155.16
0.000
9.417
156.07
11.36
155.80
0.000
9.500
156.72
11.38
156.45
0.000
9.583
157.38
11.39
157.11
0.000
9.667
158.06
11.41
157.78
0.000
9.750
158.74
11.42
158.47
0.000
9.833
159.44
11.44
159.16
0.000
9.917
160.15
11.45
159.86
0.000
10.000
160.87
11.47
160.58
0.000
10.083
161.60
11.48
161.30
0.000
10.167
162.34
11.50
162.04
0.000
10.250
163.09
11.51
162.79
0.000
10.333
163.86
11.53
163.55
0.000
10.417
164.64
11.55
164.33
0.000
10.500
165.44
11.57
165.12
0.000
10.583
166.25
11.58
165.93
0.000
10.667
167.07
11.60
166.75
0.000
10.750
167.91
11.62
167.58
0.000
10.833
168.77
11.64
168.43
0.000
10.917
169.64
11.66
169.30
0.000
11.000
170.53
11.68
170.19
0.000
11.083
171.44
11.70
171.09
0.000
11.167
172.37
11.72
172.01
0.000
11.250
173.31
11.74
172.94
0.000
11.333
174.27
11.76
173.90
0.000
11.417
175.25
11.78
174.88
0.000
11.500
176.26
11.80
175.87
0.000
11.583
177.28
11.82
176.89
0.000
11.667
178.33
11.85
177.93
0.000
11.750
179.40
11.86
178.94
0.000
11.833
180.50
11.88
180.02
0.000
11.917
181.61
11.89
181.13
0.000
12.000
182.76
11.91
182.26
0.000
12.083
183.81
11.93
183.35
0.000
12.167
184.52
11.94
184.21
0.000
12.250
184.69
11.94
184.62
0.000
12.333
184.09
11.93
184.35
0.000
12.417
183.42
11.92
183.71
0.000
12.500
183.06
11.92
183.22
0.000
12.583
182.97
11.91
183.01
0.000
12.667
183.13
11.92
183.06
0.000
12.750
183.46
11.92
183.31
0.000
12.833
183.96
11.93
183.74
0.000
12.917
184.59
11.94
184.32
0.000
13.000
185.34
11.95
185.02
0.000
13.083
186.20
11.96
185.83
0.000
13.167
187.19
11.98
186.76
0.000
13.250
188.29
11.99
187.81
0.000
13.333
189.52
12.01
188.99
0.000
13.417
190.86
12.03
190.29
0.000
13.500
192.32
12.05
191.70
0.000
13.583
193.89
12.07
193.23
0.000
13.667
195.59
12.10
194.87
0.000
13.750
197.32
12.12
196.59
0.000
13.833
199.11
12.15
198.36
0.000
13.917
200.94
12.17
200.18
0.000
14.000
202.90
12.20
202.09
0.000
14.083
205.04
12.23
204.16
0.000
14.167
207.52
12.27
206.50
0.000
14.250
210.43
12.31
209.25
0.000
14.333
213.90
12.36
212.50
0.000
14.417
217.55
12.42
216.10
0.000
14.500
221.25
12.47
219.79
0.000
14.583
224.97
12.53
223.51
0.000
14.667
228.85
12.59
227.34
0.000
14.750
232.93
12.65
231.36
0.000
14.833
237.19
12.71
235.57
0.000
14.917
241.67
12.77
239.85
0.000
15.000
246.47
12.82
244.51
0.000
15.083
251.59
12.88
249.52
0.000
15.167
257.14
12.94
254.91
0.000
15.250
263.03
13.01
260.69
0.000
15.333
269.50
13.09
267.00
0.000
15.417
275.99
13.17
273.63
0.000
15.500
281.44
13.25
279.48
0.000
15.583
284.84
13.29
283.63
0.000
15.667
285.63
13.30
285.35
0.000
15.750
287.83
13.33
287.05
0.000
15.833
294.06
13.42
291.88
0.000
15.917
305.33
13.55
301.24
0.000
16.000
325.02
13.78
317.92
0.000
16.083
368.65
14.15
352.25
0.000
16.167
446.56
14.75
418.36
0.000
16.250
543.97
15.24
507.86
0.000
16.333
637.31
15.35
574.46
0.293
16.417
627.28
15.35
594.83
0.516
16.500
574.38
15.35
594.83
0.375
16.583
518.71
15.31
581.96
0.000
16.667
482.02
14.97
517.00
0.000
16.750
458.36
14.83
466.88
0.000
16.833
440.14
14.70
446.67
0.000
16.917
426.89
14.61
431.71
0.000
17.000
417.84
14.55
421.16
0.000
17.083
409.44
14.48
412.35
0.000
17.167
400.72
14.40
403.73
0.000
17.250
391.12
14.31
394.47
0.000
17.333
381.94
14.24
385.31
0.000
17.417
374.78
14.19
377.53
0.000
17.500
368.34
14.15
370.83
0.000
17.583
362.20
14.11
364.59
0.000
17.667
356.17
14.06
358.51
0.000
17.750
350.07
14.01
352.31
0.000
17.833
343.92
13.95
346.20
0.000
17.917
337.89
13.90
340.14
0.000
18.000
331.97
13.84
334.19
0.000
18.083
326.19
13.79
328.35
0.000
18.167
321.04
13.73
322.87
0.000
18.250
316.38
13.68
318.05
0.000
18.333
312.23
13.63
313.73
0.000
18.417
307.85
13.58
309.44
0.000
18.500
303.09
13.53
304.83
0.000
18.583
298.46
13.48
300.17
0.000
18.667
293.75
13.41
295.41
0.000
18.750
289.03
13.35
290.69
0.000
18.833
284.44
13.29
286.07
0.000
18.917
279.82
13.23
281.47
0.000
19.000
274.97
13.16
276.72
0.000
19.083
270.01
13.09
271.82
0.000
19.167
264.98
13.03
266.90
0.000
19.250
260.10
12.97
262.03
0.000
19.333
255.32
12.92
257.22
0.000
19.417
250.64
12.87
252.52
0.000
19.500
246.21
12.82
248.01
0.000
19.583
241.95
12.77
243.69
0.000
19.667
237.83
12.72
239.52
0.000
19.750
233.77
12.66
235.31
0.000
19.833
229.81
12.60
231.32
0.000
19.917
225.83
12.54
227.37
0.000
20.000
221.84
12.48
223.40
0.000
20.083
217.98
12.43
219.50
0.000
20.167
214.18
12.37
215.69
0.000
20.250
210.61
12.32
212.04
0.000
20.333
207.19
12.26
208.58
0.000
20.417
203.88
12.22
205.24
0.000
20.500
200.71
12.17
202.03
0.000
20.583
197.68
12.13
198.95
0.000
20.667
194.81
12.09
196.02
0.000
20.750
191.99
12.04
193.19
0.000
20.833
189.27
12.01
190.44
0.000
20.917
186.66
11.97
187.78
0.000
21.000
184.14
11.93
185.23
0.000
21.083
181.71
11.90
182.77
0.000
21.167
179.29
11.86
180.35
0.000
21.250
176.66
11.81
177.71
0.000
21.333
174.02
11.75
175.03
0.000
21.417
171.46
11.70
172.45
0.000
21.500
169.02
11.64
169.97
0.000
21.583
166.71
11.59
167.62
0.000
21.667
164.51
11.55
165.38
0.000
21.750
162.41
11.50
163.25
0.000
21.833
160.40
11.46
161.21
0.000
21.917
158.50
11.41
159.27
0.000
22.000
156.67
11.38
157.42
0.000
22.083
154.91
11.34
155.63
0.000
22.167
153.25
11.30
153.94
0.000
22.250
151.65
11.27
152.32
0.000
22.333
150.12
11.23
150.76
0.000
22.417
148.66
11.20
149.28
0.000
22.500
147.25
11.17
147.83
0.000
22.583
145.90
11.14
146.46
0.000
22.667
144.61
11.11
145.14
0.000
22.750
143.36
11.08
143.88
0.000
22.833
142.16
11.05
142.66
0.000
22.917
141.00
11.02
141.49
0.000
23.000
139.89
10.99
140.36
0.000
23.083
138.79
10.97
139.26
0.000
23.167
137.71
10.94
138.17
0.000
23.250
136.71
10.92
137.14
0.000
23.333
135.74
10.90
136.16
0.000
23.417
134.80
10.87
135.21
0.000
23.500
133.89
10.85
134.29
0.000
23.583
133.01
10.83
133.40
0.000
23.667
132.16
10.81
132.53
0.000
23.750
131.33
10.79
131.69
0.000
23.833
130.53
10.77
130.88
0.000
23.917
129.74
10.76
130.09
0.000
24.000
128.99
10.74
129.32
0.000
****************************************************************************
FLOW PROCESS FROM NODE 60.00 TO NODE 60.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 55.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.258 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
VALLEY(DEVELOPED):
"S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.330
FOOTHILL "S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.670
MOUNTAIN "S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.000
VALLEY(UNDEVELOPED)/DESERT:
"S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.000
DESERT(UNDEVELOPED) "S" -CURVE PERCENTAGE(DECIMAL
NOTATION) = 0.000
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.101
LOW LOSS FRACTION = 0.096
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED
PEAK
5 -MINUTES RAINFALL(INCH)=
0.47
SPECIFIED
PEAK
30 -MINUTES RAINFALL(INCH)=
0.96
SPECIFIED
PEAK
1 -HOUR RAINFALL(INCH) =
1.27
SPECIFIED
PEAK
3 -HOUR RAINFALL(INCH) =
2.34
SPECIFIED
PEAK
6 -HOUR RAINFALL(INCH) =
3.39
SPECIFIED
PEAK
24-HOUR RAINFALL(INCH) =
8.00
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 32.337
UNIT HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
2.282
15.208
2
11.072
58.573
3
29.589
123.387
4
58.461
192.399
5
73.522
100.360
6
82.276
58.335
7
87.746
36.447
8
91.306
23.721
9
93.661
15.693
10
95.540
12.524
11
96.912
9.144
12
97.814
6.009
13
98.505
4.602
14
98.752
1.648
15
98.864
0.746
16
98.976
0.748
17
99.088
0.746
18
99.200
0.746
19
99.312
0.747
20
99.424
0.746
21
99.536
0.746
22
99.648
0.746
23
99.760
0.746
24
99.872
0.746
25
99.984
0.746
26
100.000
0.104
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0016
0.0155
2
0.0172
0.0017
0.0155
3
0.0172
0.0017
0.0156
4
0.0173
0.0017
0.0156
5
0.0173
0.0017
0.0156
6
0.0173
0.0017
0.0157
7
0.0174
0.0017
0.0157
8
0.0174
0.0017
0.0157
9
0.0175
0.0017
0.0158
10
0.0175
0.0017
0.0158
11
0.0175
0.0017
0.0158
12
0.0175
0.0017
0.0159
13
0.0176
0.0017
0.0159
14
0.0176
0.0017
0.0159
15
0.0177
0.0017
0.0160
16
0.0177
0.0017
0.0160
17
0.0177
0.0017
0.0160
18
0.0178
0.0017
0.0161
19
0.0178
0.0017
0.0161
20
0.0179
0.0017
0.0161
21
0.0179
0.0017
0.0162
22
0.0179
0.0017
0.0162
23
0.0180
0.0017
0.0163
24
0.0180
0.0017
0.0163
25
0.0181
0.0017
0.0163
26
0.0181
0.0017
0.0164
27
0.0182
0.0017
0.0164
28
0.0182
0.0017
0.0164
29
0.0182
0.0018
0.0165
30
0.0183
0.0018
0.0165
31
0.0183
0.0018
0.0166
32
0.0184
0.0018
0.0166
33
0.0184
0.0018
0.0166
34
0.0184
0.0018
0.0167
35
0.0185
0.0018
0.0167
36
0.0185
0.0018
0.0167
37
0.0186
0.0018
0.0168
38
0.0186
0.0018
0.0168
39
0.0187
0.0018
0.0169
40
0.0187
0.0018
0.0169
41
0.0188
0.0018
0.0170
42
0.0188
0.0018
0.0170
43
0.0189
0.0018
0.0171
44
0.0189
0.0018
0.0171
45
0.0190
0.0018
0.0171
46
0.0190
0.0018
0.0172
47
0.0191
0.0018
0.0172
48
0.0191
0.0018
0.0173
49
0.0192
0.0018
0.0173
50
0.0192
0.0018
0.0174
51
0.0193
0.0018
0.0174
52
0.0193
0.0019
0.0175
53
0.0194
0.0019
0.0175
54
0.0194
0.0019
0.0175
55
0.0195
0.0019
0.0176
56
0.0195
0.0019
0.0176
57
0.0196
0.0019
0.0177
58
0.0196
0.0019
0.0177
59
0.0197
0.0019
0.0178
60
0.0197
0.0019
0.0178
61
0.0198
0.0019
0.0179
62
0.0199
0.0019
0.0179
63
0.0199
0.0019
0.0180
64
0.0200
0.0019
0.0181
65
0.0200
0.0019
0.0181
66
0.0201
0.0019
0.0182
67
0.0202
0.0019
0.0182
68
0.0202
0.0019
0.0183
69
0.0203
0.0019
0.0183
70
0.0203
0.0020
0.0184
71
0.0204
0.0020
0.0185
72
0.0205
0.0020
0.0185
73
0.0206
0.0020
0.0186
74
0.0206
0.0020
0.0186
75
0.0207
0.0020
0.0187
76
0.0207
0.0020
0.0187
77
0.0208
0.0020
0.0188
78
0.0209
0.0020
0.0189
79
0.0210
0.0020
0.0189
80
0.0210
0.0020
0.0190
81
0.0211
0.0020
0.0191
82
0.0211
0.0020
0.0191
83
0.0212
0.0020
0.0192
84
0.0213
0.0020
0.0193
85
0.0214
0.0021
0.0193
86
0.0214
0.0021
0.0194
87
0.0216
0.0021
0.0195
88
0.0216
0.0021
0.0195
89
0.0217
0.0021
0.0196
90
0.0218
0.0021
0.0197
91
0.0219
0.0021
0.0198
92
0.0219
0.0021
0.0198
93
0.0220
0.0021
0.0199
94
0.0221
0.0021
0.0200
95
0.0222
0.0021
0.0201
96
0.0223
0.0021
0.0201
97
0.0224
0.0021
0.0202
98
0.0224
0.0022
0.0203
99
0.0226
0.0022
0.0204
100
0.0226
0.0022
0.0205
101
0.0228
0.0022
0.0206
102
0.0228
0.0022
0.0206
103
0.0229
0.0022
0.0207
104
0.0230
0.0022
0.0208
105
0.0231
0.0022
0.0209
106
0.0232
0.0022
0.0210
107
0.0233
0.0022
0.0211
108
0.0234
0.0022
0.0212
109
0.0236
0.0023
0.0213
110
0.0236
0.0023
0.0214
111
0.0238
0.0023
0.0215
112
0.0239
0.0023
0.0216
113
0.0240
0.0023
0.0217
114
0.0241
0.0023
0.0218
115
0.0242
0.0023
0.0219
116
0.0243
0.0023
0.0220
117
0.0245
0.0024
0.0221
118
0.0246
0.0024
0.0222
119
0.0247
0.0024
0.0224
120
0.0248
0.0024
0.0224
121
0.0250
0.0024
0.0226
122
0.0251
0.0024
0.0227
123
0.0253
0.0024
0.0228
124
0.0254
0.0024
0.0229
125
0.0255
0.0025
0.0231
126
0.0256
0.0025
0.0232
127
0.0258
0.0025
0.0234
128
0.0259
0.0025
0.0235
129
0.0261
0.0025
0.0236
130
0.0263
0.0025
0.0237
131
0.0265
0.0025
0.0239
132
0.0266
0.0026
0.0240
133
0.0268
0.0026
0.0242
134
0.0269
0.0026
0.0243
135
0.0272
0.0026
0.0245
136
0.0273
0.0026
0.0247
137
0.0275
0.0026
0.0249
138
0.0277
0.0027
0.0250
139
0.0279
0.0027
0.0252
140
0.0280
0.0027
0.0254
141
0.0283
0.0027
0.0256
142
0.0285
0.0027
0.0257
143
0.0287
0.0028
0.0260
144
0.0289
0.0028
0.0261
145
0.0256
0.0025
0.0231
146
0.0257
0.0025
0.0233
147
0.0261
0.0025
0.0236
148
0.0263
0.0025
0.0237
149
0.0266
0.0026
0.0241
150
0.0268
0.0026
0.0242
151
0.0272
0.0026
0.0246
152
0.0274
0.0026
0.0248
153
0.0278
0.0027
0.0251
154
0.0280
0.0027
0.0253
155
0.0285
0.0027
0.0258
156
0.0287
0.0028
0.0260
157
0.0292
0.0028
0.0264
158
0.0295
0.0028
0.0266
159
0.0300
0.0029
0.0271
160
0.0303
0.0029
0.0274
161
0.0308
0.0030
0.0279
162
0.0311
0.0030
0.0282
163
0.0318
0.0031
0.0287
164
0.0321
0.0031
0.0290
165
0.0328
0.0032
0.0297
166
0.0332
0.0032
0.0300
167
0.0340
0.0033
0.0307
168
0.0344
0.0033
0.0311
169
0.0371
0.0036
0.0336
170
0.0376
0.0036
0.0340
171
0.0386
0.0037
0.0349
172
0.0391
0.0038
0.0353
173
0.0402
0.0039
0.0363
174
0.0408
0.0039
0.0369
175
0.0421
0.0040
0.0381
176
0.0428
0.0041
0.0387
177
0.0443
0.0043
0.0401
178
0.0452
0.0043
0.0408
179
0.0470
0.0045
0.0425
180
0.0480
0.0046
0.0434
181
0.0503
0.0048
0.0455
182
0.0516
0.0050
0.0467
183
0.0546
0.0052
0.0493
184
0.0563
0.0054
0.0509
185
0.0426
0.0041
0.0385
186
0.0450
0.0043
0.0407
187
0.0511
0.0049
0.0462
188
0.0551
0.0053
0.0498
189
0.0665
0.0064
0.0601
190
0.0751
0.0072
0.0679
191
0.1072
0.0084
0.0988
192
0.1476
0.0084
0.1392
193
0.4611
0.0084
0.4527
194
0.0873
0.0084
0.0789
195
0.0600
0.0058
0.0542
196
0.0478
0.0046
0.0432
197
0.0582
0.0056
0.0526
198
0.0530
0.0051
0.0479
199
0.0491
0.0047
0.0444
200
0.0461
0.0044
0.0416
201
0.0435
0.0042
0.0394
202
0.0414
0.0040
0.0375
203
0.0396
0.0038
0.0358
204
0.0381
0.0037
0.0344
205
0.0348
0.0033
0.0315
206
0.0336
0.0032
0.0303
207
0.0325
0.0031
0.0293
208
0.0315
0.0030
0.0284
209
0.0306
0.0029
0.0276
210
0.0297
0.0029
0.0269
211
0.0290
0.0028
0.0262
212
0.0283
0.0027
0.0255
213
0.0276
0.0027
0.0250
214
0.0270
0.0026
0.0244
215
0.0264
0.0025
0.0239
216
0.0259
0.0025
0.0234
217
0.0290
0.0028
0.0263
218
0.0286
0.0027
0.0259
219
0.0282
0.0027
0.0255
220
0.0278
0.0027
0.0251
221
0.0274
0.0026
0.0248
222
0.0270
0.0026
0.0244
223
0.0267
0.0026
0.0241
224
0.0264
0.0025
0.0238
225
0.0260
0.0025
0.0235
226
0.0257
0.0025
0.0233
227
0.0255
0.0024
0.0230
228
0.0252
0.0024
0.0228
229
0.0249
0.0024
0.0225
230
0.0246
0.0024
0.0223
231
0.0244
0.0023
0.0221
232
0.0242
0.0023
0.0218
233
0.0239
0.0023
0.0216
234
0.0237
0.0023
0.0214
235
0.0235
0.0023
0.0212
236
0.0233
0.0022
0.0210
237
0.0231
0.0022
0.0209
238
0.0229
0.0022
0.0207
239
0.0227
0.0022
0.0205
240
0.0225
0.0022
0.0203
241
0.0223
0.0021
0.0202
242
0.0222
0.0021
0.0200
243
0.0220
0.0021
0.0199
244
0.0218
0.0021
0.0197
245
0.0217
0.0021
0.0196
246
0.0215
0.0021
0.0194
247
0.0213
0.0020
0.0193
248
0.0212
0.0020
0.0192
249
0.0211
0.0020
0.0190
250
0.0209
0.0020
0.0189
251
0.0208
0.0020
0.0188
252
0.0206
0.0020
0.0187
253
0.0205
0.0020
0.0185
254
0.0204
0.0020
0.0184
255
0.0203
0.0019
0.0183
256
0.0201
0.0019
0.0182
257
0.0200
0.0019
0.0181
258
0.0199
0.0019
0.0180
259
0.0198
0.0019
0.0179
260
0.0197
0.0019
0.0178
261
0.0196
0.0019
0.0177
262
0.0194
0.0019
0.0176
263
0.0193
0.0019
0.0175
264
0.0192
0.0018
0.0174
265
0.0191
0.0018
0.0173
266
0.0190
0.0018
0.0172
267
0.0189
0.0018
0.0171
268
0.0188
0.0018
0.0170
269
0.0187
0.0018
0.0169
270
0.0186
0.0018
0.0169
271
0.0186
0.0018
0.0168
272
0.0185
0.0018
0.0167
273
0.0184
0.0018
0.0166
274
0.0183
0.0018
0.0165
275
0.0182
0.0017
0.0165
276
0.0181
0.0017
0.0164
277
0.0180
0.0017
0.0163
278
0.0180
0.0017
0.0162
279
0.0179
0.0017
0.0162
280
0.0178
0.0017
0.0161
281
0.0177
0.0017
0.0160
282
0.0176
0.0017
0.0160
283
0.0176
0.0017
0.0159
284
0.0175
0.0017
0.0158
285
0.0174
0.0017
0.0158
286
0.0174
0.0017
0.0157
287
0.0173
0.0017
0.0156
288
0.0172
0.0017
0.0156
TOTAL STORM RAINFALL(INCHES) = 7.99
TOTAL SOIL-LOSS(INCHES) = 0.72
TOTAL EFFECTIVE RAINFALL(INCHES) = 7.27
TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 3.3233
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 33.3561
2 4-
H O U R
S T 0 R M
R
U N O F
F H Y D
R 0 G R A P H
HYDROGRAPH IN FIVE-MINUTE
UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is at END
of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0.
50.0 100.0 150.0 200.0
0.083
0.0016
0.24
Q
0.167
0.0095
1.15
Q
0.250
0.0306
3.06
Q
0.333
0.0723
6.05
VQ
0.417
0.1248
7.62
VQ
0.500
0.1836
8.54
VQ
0.583
0.2465
9.13
VQ
0.667
0.3120
9.51
VQ
0.750
0.3793
9.77
VQ
0.833
0.4481
9.99
VQ
0.917
0.5180
10.15
V Q
1.000
0.5887
10.27
V Q
1.083
0.6601
10.36
V Q
1.167
0.7317
10.41
V Q
1.250
0.8036
10.44
V Q
1.333
0.8758
10.47
VQ
1.417
0.9481
10.51
VQ
1.500
1.0207
10.54
VQ
1.583
1.0936
10.57
VQ
1.667
1.1666
10.61
VQ
1.750
1.2399
10.64
VQ
1.833
1.3135
10.68
VQ
1.917
1.3873
10.71
VQ
2.000
1.4613
10.75
VQ
2.083
1.5356
10.78
VQ
2.167
1.6100
10.81
VQ
2.250
1.6847
10.83
Q
2.333
1.7594
10.86
Q
2.417
1.8344
10.88
Q
2.500
1.9095
10.91
Q
2.583
1.9848
10.93
Q
2.667
2.0603
10.96
Q
2.750
2.1360
10.98
Q
2.833
2.2118
11.01
Q
2.917
2.2878
11.04
Q
3.000
2.3640
11.06
Q
3.083
2.4404
11.09
Q
3.167
2.5169
11.12
QV
3.250
2.5936
11.14
QV
3.333
2.6706
11.17
QV
3.417
2.7477
11.20
QV
3.500
2.8250
11.22
QV
3.583
2.9025
11.25
QV
3.667
2.9802
11.28
QV
3.750
3.0581
11.31
QV
3.833
3.1361
11.34
QV
3.917
3.2144
11.37
QV
4.000
3.2929
11.40
QV
4.083
3.3716
11.42
Q
V
4.167
3.4505
11.45
Q
V
4.250
3.5296
11.48
Q
V
4.333
3.6089
11.51
Q
V
4.417
3.6884
11.54
Q
V
4.500
3.7681
11.58
Q
V
4.583
3.8480
11.61
Q
V
4.667
3.9282
11.64
Q
V
4.750
4.0086
11.67
Q
V
4.833
4.0892
11.70
Q
V
4.917
4.1700
11.73
Q
V
5.000
4.2510
11.77
Q
V
5.083
4.3323
11.80
Q
V
5.167
4.4138
11.83
Q
V
5.250
4.4955
11.87
Q
V
5.333
4.5775
11.90
Q
v
5.417
4.6597
11.94
Q
V
5.500
4.7421
11.97
Q
V
5.583
4.8248
12.01
Q
V
5.667
4.9077
12.04
Q
V
5.750
4.9909
12.08
Q
V
5.833
5.0743
12.11
Q
V
5.917
5.1580
12.15
Q
V
6.000
5.2420
12.19
Q
V
6.083
5.3262
12.22
Q
V
6.167
5.4106
12.26
Q
V
6.250
5.4953
12.30
Q
V
6.333
5.5803
12.34
Q
V
6.417
5.6656
12.38
Q
V
6.500
5.7511
12.42
Q
V
6.583
5.8369
12.46
Q
V
6.667
5.9230
12.50
Q
V
6.750
6.0094
12.54
Q
V
6.833
6.0960
12.58
Q
V
6.917
6.1830
12.62
Q
V
7.000
6.2702
12.67
Q
v
7.083
6.3578
12.71
Q
v
7.167
6.4456
12.76
Q
V
7.250
6.5338
12.80
Q
v
7.333
6.6222
12.84
Q
v
7.417
6.7110
12.89
Q
v .
7.500
6.8001
12.94
Q
V .
7.583
6.8895
12.98
Q
V .
7.667
6.9792
13.03
Q
v .
7.750
7.0693
13.08
Q
V .
7.833
7.1597
13.13
Q
v .
7.917
7.2504
13.17
Q
V .
8.000
7.3415
13.22
Q
V ,
8.083
7.4329
13.27
Q
V .
8.167
7.5247
13.33
Q
V.
8.250
7.6168
13.38
Q
V.
8.333
7.7093
13.43
Q
V.
8.417
7.8022
13.48
Q
V.
8.500
7.8954
13.54
Q
V.
8.583
7.9890
13.59
Q
V.
8.667
8.0830
13.65
Q
V.
8.750
8.1774
13.71
Q
V.
8.833
8.2722
13.76
Q
V.
8.917
8.3674
13.82
Q
V
9.000
8.4630
13.88
Q
V
9.083
8.5590
13.94
Q
V
9.167
8.6554
14.00
Q
V
9.250
8.7523
14.06
Q
V
9.333
8.8496
14.13
Q
V
9.417
8.9474
14.19
Q
V
9.500
9.0456
14.26
Q
V
9.583
9.1442
14.32
Q
V
9.667
9.2433
14.39
Q
v
9.750
9.3429
14.46
Q
V
9.833
9.4430
14.53
Q
v
9.917
9.5435
14.60
Q
V
10.000
9.6446
14.67
Q
V
10.083
9.7462
14.75
Q
v
10.167
9.8483
14.82
Q
V
10.250
9.9509
14.90
Q
v
10.333
10.0540
14.98
Q
V
10.417
10.1577
15.06
Q
V
10.500
10.2620
15.14
Q
V
10.583
10.3668
15.22
Q
V
10.667
10.4722
15.31
Q
V
10.750
10.5782
15.39
Q
V
10.833
10.6848
15.48
Q
V
10.917
10.7921
15.57
Q
V
11.000
10.8999
15.66
Q
V
11.083
11.0084
15.75
Q
V
11.167
11.1176
15.85
Q
V
11.250
11.2274
15.95
Q
V
11.333
11.3379
16.05
Q
V
11.417
11.4491
16.15
Q
V
11.500
11.5611
16.26
Q
V
11.583
11.6738
16.36
Q
V
11.667
11.7872
16.47
Q
V
11.750
11.9014
16.58
Q
V
11.833
12.0165
16.70
Q
V
11.917
12.1323
16.82
Q
V
12.000
12.2489
16.94
Q
V
12.083
12.3661
17.01
Q
V
12.167
12.4829
16.95
Q
V
12.250
12.5977
16.68
Q
V
12.333
12.7092
16.18
Q
V
12.417
12.8193
15.99
Q
V
12.500
12.9292
15.96
Q
V
12.583
13.0393
15.99
Q
V
12.667
13.1500
16.07
Q
V
12.750
13.2615
16.18
Q
V
12.833
13.3738
16.32
Q
V
12.917
13.4872
16.46
Q
V
13.000
13.6017
16.63
Q
V
13.083
13.7175
16.80
Q
V
13.167
13.8346
17.00
Q
V
13.250
13.9530
17.20
Q
V
13.333
14.0730
17.42
Q
v
13.417
14.1944
17.63
Q
V
13.500
14.3175
17.87
Q
v
13.583
14.4421
18.10
Q
v
13.667
14.5686
18.36
Q
V
13.750
14.6968
18.62
Q
V
13.833
14.8270
18,90
Q
v
13.917
14.9591
19.18
Q
v
14.000
15.0933
19.49
Q
v .
14.083
15.2299
19.83
Q
V .
14.167
15.3696
20.28
Q
V .
14.250
15.5132
20.84
Q
V .
14.333
15.6616
21.56
Q
v .
14.417
15.8140
22.12
Q
v .
14.500
15.9700
22,66
Q
V.
14.583
16.1295
23.16
Q
V.
14.667
16.2927
23.70
Q
V.
14.750
16.4597
24.24
Q
V.
14.833
16.6307
24.84
Q
V.
14.917
16.8060
25.45
Q
v
15.000
16.9860
26.14
Q
V
15.083
17.1710
26.86
Q
v
15.167
17.3616
27.68
Q
V
15,250
17.5582
28.54
Q
v
15.333
17.7618
29.56
Q
v
15.417
17.9712
30.41
Q
v
15.500
18.1832
30.79
Q
v
15.583
18.3917
30.26
Q
v
15.667
18.5913
28.99
Q
v
15.750
18.7946
29.51
Q
v
15.833
19.0110
31.43
Q
V
15.917
19.2499
34.69
Q
v
16.000
19.5296
40.61
Q
v
16.083
19.9045
54.43
Q
V
16.167
20.4527
79.61
Q v
16.250
21.1955
107.84
Q v
16.333
22.0695
126.91
QV
16.417
22.6674
86.81
Q v
16.500
23.1114
64.48
Q
v
16.583
23.4696
52.01
Q
V .
16.667
23.7826
45.45
Q.
V .
16.750
24.0600
40.27
Q
V ,
16.833
24.3138
36.86
Q
V.
16.917
24.5450
33.57
Q
V.
17.000
24.7557
30.59
Q
V.
17,083
24.9510
28.35
Q
V.
17.167
25.1289
25.83
Q
v
17.250
25.2954
24.17
Q
V
17.333
25.4530
22.89
Q
V
17.417
25.6038
21.90
Q
v
17.500
25.7488
21.05
Q
v
17.583
25.8887
20.31
Q
v
17.667
26.0241
19.66
Q
v
17.750
26.1555
19.08
Q
v
17.833
26.2832
18.54
Q
v
17,917
26.4075
18.05
Q
v
18.000
26.5286
17.57
Q
v
18.083
26.6467
17.15
Q
V
18.167
26.7617
16.70
Q
V
18.250
26.8766
16.69
Q
v
18.333
26.9937
16.99
Q
V
18.417
27.1109
17.02
Q
V
18.500
27.2275
16.93
Q
V
18.583
27.3431
16.78
Q
V
18.667
27.4575
16.60
Q
V
18.750
27.5705
16.42
Q
V
18.833
27.6823
16.23
Q
V
18.917
27.7928
16.05
Q
V
19.000
27.9021
15.86
Q
v
39.083
28.0101
15.68
Q
V
19.167
28.1168
15.50
Q
V
19.250
28.2224
15.33
Q
V
19.333
28.3268
15.16
Q
V
19.417
28.4301
15.00
Q
V
19.500
28.5323
14.84
Q
V
19.583
28.6335
14.69
Q
V
19.667
28.7337
14.55
Q
V
19.750
28.8329
14.41
Q
V
19.833
28.9313
14.28
Q
V
19.917
29.0287
14.15
Q
V
20.000
29.1253
14.03
Q
V
20.083
29.2211
13.91
Q
V
20.167
29.3161
13.79
Q
V
20.250
29.4102
13.67
Q
V
20.333
29.5036
13.56
Q
V
20.417
29.5962
13.45
Q
V
20.500
29.6882
13.35
Q
v
20.583
29.7794
13.24
Q
V
20.667
29.8699
13.14
Q
v
20.750
29.9597
13.05
Q
V
20.833
30.0489
12.95
Q
v
20.917
30.1375
12.86
Q
V
21.000
30.2254
12.77
Q
V
21.083
30.3128
12.68
Q
V
21.167
30.3995
12.60
Q
V
21.250
30.4857
12.51
Q
V
21.333
30.5714
12.43
Q
v
21.417
30.6564
12.35
Q
V
21.500
30.7410
12.28
Q
V
21.583
30.8250
12.20
Q
V
21.667
30.9085
12.13
Q
v
21.750
30.9915
12.05
Q
V
21.833
31.0740
11.98
Q
v
21.917
31.1561
11.91
Q
v
22.000
31.2376
11.84
Q
v
22.083
31.3188
11.78
Q
V
22.167
31.3994
11.71
Q
V
22.250
31.4796
11.65
Q
V
22.333
31.5594
11.59
Q
v
22.417
31.6388
11.52
Q
v
22.500
31.7177
11.46
Q
V ,
22.583
31.7963
11.40
Q
v ,
22.667
31.8744
11.35
Q
V .
22.750
31.9521
11.29
Q
V ,
22.833
32.0295
11.23
Q
V .
22.917
32.1065
11.18
Q
V .
23.000
32.1831
11.12
Q
V .
23.083
32.2593
11.07
Q
V .
23.167
32.3352
11.02
Q
V .
23.250
32.4107
10.97
Q
V .
23.333
32.4859
10.92
Q
V .
23.417
32.5607
10.87
Q
V.
23.500
32.6352
10.82
Q
V.
23.583
32.7094
10.77
Q
V.
23.667
32.7832
10.72
Q
V.
23.750
32.8568
10.68
Q
V.
23.833
32.9300
10.63
Q
V.
23.917
33.0029
10.58
Q
V.
24.000
33.0754
10.54
Q
V.
24.083
33.1461
10.26
Q
V.
24.167
33.2102
9.31
Q
V.
24.250
33.2609
7.36
Q
V.
24.333
33.2908
4.35
Q
V.
24.417
33.3100
2.77
Q
V.
24.500
33.3228
1.86
Q
V.
24.583
33.3316
1.29
Q
V.
24.667
33.3379
0.91
Q
V.
24.750
33.3425
0.67
Q
V.
24.833
33.3457
0.47
Q
V.
24.917
33.3479
0.33
Q
V.
25.000
33.3495
0.23
Q
V.
25.083
33.3506
0.16
Q
V.
25.167
33.3515
0.13
Q
V.
25.250
33.3524
0.12
Q
V.
25.333
33.3531
0.11
Q
V.
25.417
33.3538
0.10
Q
V.
25.500
33.3543
0.08
Q
V.
25.583
33.3548
0.07
Q
V.
25.667
33.3553
0.06
Q
V.
25.750
33.3556
0.05
Q
V.
25.833
33.3558
0.04
Q
V.
25.917
33.3560
0.02
Q
V.
26.000
33.3561
0.01
Q
V.
26.083
33.3561
0.00
Q
V
FLOW PROCESS FROM NODE 60.00 TO NODE 60.00 IS CODE = 11
----------------------------------------------------------------------------
»»>VIEW STREAM NUMBER 1 HYDROGRAPH««<
STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals)
----------------------------------------------------------------------------
TIME(HRS) VOLUME(AF) Q(CFS) 0. 200.0 400.0 600.0 800.0
----------------------------------------------------------------------------
0.083 0.0016 0.24 Q
0.167 0.0095 1.15 Q
0.250 0.0306 3.06 Q
0.333 0.0723 6.05 Q
0.417
0.1248
7.62
Q
0.500
0.3757
36.44
VQ
0.583
0.6658
42.11
V Q
0.667
0.9527
41.67
V Q
0.750
1.2370
41.28
V Q
0.833
1.5523
45.77
V Q
0.917
1.8479
42.92
V Q
1.000
2.1475
43.51
V Q
1.083
2.4505
43.99
V Q
1.167
2.7575
44.59
V Q
1.250
3.0731
45.82
V Q
1.333
3.3855
45.35
V Q
1.417
3.6951
44.95
V Q
1.500
4.0115
45.95
V Q
1.583
4.4205
59.38
V Q
1.667
4.9505
76.96
V Q
1.750
5.5134
81.73
V
Q
1.833
6.1201
88.09
V
Q
1.917
6.7737
94.90
V
Q
2.000
7.4690
100.95
V
Q
2.083
8.1929
105.12
V
Q
2.167
8.9356
107.83
V
Q
2.250
9.6947
110.23
V
Q
2.333
10.4683
112.33
V
Q
2.417
11.2551
114.24
V
Q
2.500
12.0546
116.10
V
Q
2.583
12.8663
117.85
V
Q
2.667
13.6880
119.32
V
Q
2.750
14.5192
120.68
V
Q
2.833
15.3597
122.05
V
Q
2.917
16.2091
123.33
V
Q
3.000
17.0669
124.55
V
Q
3.083
17.9326
125.69
V
Q
3.167
18.8057
126.77
V
Q
3.250
19.6858
127.79
V
Q
3.333
20.5726
128.76
V
Q
3.417
21.4656
129.67
V
Q
3.500
22.3645
130.51
V
Q
3.583
23.2690
131.34
V
Q
3.667
24.1790
132.13
V
Q
3.750
25.0942
132.89
V
Q
3.833
26.0143
133.61
V
Q
3.917
26.9393
134.30
V
Q
4.000
27.8688
134.97
V
Q
4.083
28.8028
135.62
V
Q
4.167
29.7411
136.24
V
Q
4.250
30.6836
136.85
V
Q
4.333
31.6301
137,44
V
Q
4.417
32.5806
138.01
V
Q
4.500
33.5349
138.57
V
Q
4.583
34.4929
139.11
V
Q
4.667
35.4547
139.64
V
Q
4.750
36.4200
140.17
V
Q
4.833
37.3889
140.68
V
Q
4.917
38.3612
141.19
V
Q
5.000
39.3370
141.69
V
Q
5.083
40.3162
142.17
V
Q
5.167
41.2986
142.65
V Q
5.250
42.2843
143.11
V Q
5.333
43.2730
143.57
V Q ,
5.417
44.2650
144.03
V Q
5.500
45.2600
144.48
V Q
5.583
46.2582
144.94
V Q
5.667
47.2595
145.39
V Q
5.750
48.2640
145.85
V Q
5.833
49.2716
146.30
V Q
5.917
50.2823
146.76
V Q
6.000
51.2962
147.22
V Q
6.083
52.3133
147.68
V Q
6.167
53.3335
148.14
V Q
6.250
54.3570
148.60
V Q
6.333
55.3836
149.07
V Q
6.417
56.4135
149.54
V Q
6.500
57.4467
150.01
V Q
6.583
58.4831
150.49
V Q
6.667
59.5228
150.97
V Q
6.750
60.5659
151.45
V Q
6.833
61.6123
151.94
V Q
6.917
62.6621
152.43
VQ
7.000
63.7153
152.93
VQ
7.083
64.7719
153.43
VQ
7.167
65.8321
153.93
VQ
7.250
66.8957
154.44
VQ
7.333
67.9629
154.96
VQ
7.417
69.0336
155.47
VQ
7.500
70.1080
156.00
VQ
7.583
71.1861
156.53
VQ
7.667
72.2678
157.07
VQ
7.750
73.3533
157.61
Q
7.833
74.4424
158.15
Q
7.917
75.5353
158.69
Q
8.000
76.6321
159.25
Q
8.083
77.7328
159.82
Q
8.167
78.8374
160.39
VQ .
8.250
79.9461
160.98
VQ .
8.333
81.0588
161.57
VQ .
8.417
82.1756
162.16
VQ .
8.500
83.2965
162.76
Q .
8.583
84.4217
163.37
Q .
8.667
85.5511
164.00
Q .
8.750
86.6849
164.62
Q .
8.833
87.8231
165.26
Q .
8.917
88.9657
165.91
Q .
9.000
90.1129
166.57
Q .
9.083
91.2646
167.23
Q .
9.167
92.4210
167.91
Q .
9.250
93.5821
168.59
QV.
9.333
94.7480
169.29
QV.
9.417
95.9187
169.99
QV.
9.500
97.0944
170.71
QV.
9.583
98.2751
171.44
QV.
9.667
99.4609
172.18
QV.
9.750
100.6518
172.93
QV.
9.833
101.8480
173.69
QV. ,
9.917
103.0496
174.46
QV.
10.000
104.2566
175.25
Q V
10.083
105.4690
176.05
Q V ,
10.167
106.6871
176.87
Q V
10.250
107.9109
177.69
Q V
10.333
109.1405
178.53
Q V
10.417
110.3759
179.39
Q V
10.500
111.6174
180.26
QV
10.583
112.8649
181.15
QV ,
10.667
114.1187
182.05
Q.V
10.750
115.3789
182.97
Q.V ,
1.0.833
116.6455
183.91
Q.V
10.917
117.9187
184.87
Q.V
11.000
119.1986
185.85
Q.V
11.083
120.4854
186.84
Q.V
11.167
121.7792
187.86
Q.V ,
11.250
123.0801
188.89
Q.V .
11,333
124.3883
189.95
Q. V ,
11.417
125.7039
191.03
Q. V
11.500
127.0271
192.13
Q. V
11.583
128.3581
193.25
Q. V
11.667
129.6969
194.41
Q. V
11.750
131.0435
195.52
Q. V
11.833
132.3983
196.72
Q. V
11.917
133.7615
197.94
Q. V
12.000
135.1335
199.20
Q. V ,
12.083
136.5134
200.37
Q V
12.167
137.8988
201.16
Q V
12.250
139.2851
201.29
Q V
12.333
140.6662
200.54
Q V
12.417
142.0416
199.71
Q. V
12.500
143.4133
199.17
Q. V
12.583
144.7839
199.00
Q. V
12.667
146.1553
199.13
Q. V
12.750
147.5293
199.50
Q. V
12.833
148.9071
200.06
Q V
12.917
150.2898
200.78
Q V
13.000
151.6786
201.65
Q V
13.083
153.0742
202.64
Q V
13.167
154.4775
203.76
Q V
13.250
155.8894
205.01
Q V
13.333
157.3110
206.41
Q V
13.417
158.7429
207.92
Q V
13.500
160.1862
209.57
Q V
13.583
161.6417
211.33
Q V
13.667
163.1102
213.23
Q V ,
13.750
164.5924
215.21
Q V
13.833
166.0886
217.26
Q V
13.917
167.5994
219.36
Q V
14.000
169.1254
221.58
.Q V
14.083
170.6680
223.99
.Q V
14.167
172.2299
226.79
Q V
14.250
173.8146
230.09
Q V
14.333
175.4266
234.06
Q V
14.417
177.0672
238.22
Q V
14.500
178.7369
242.45
Q V
14.583
180.4358
246.68
Q V
14.667
182.1648
251.04
Q V
14.750
183.9251
255.60
Q V
14.833
185.7186
260.41
Q V
14.917
187.5457
265.30
Q V
15.000
189.4097
270.65
Q V
15.083
191.3130
276.37
Q V .
15.167
193.2592
282.59
Q V
15.250
195.2512
289.23
Q V
15.333
197.2937
296.56
Q V.
15.417
199.3876
304.04
Q V•
15.500
201.5244
310.26
Q V•
15.583
203.6862
313.89
Q V•
15.667
205.8511
314.34
Q V•
15.750
208.0313
316.57
Q V
15.833
210.2579
323.31
Q v
15.917
212.5715
335.93
Q v
16.000
215.0407
358.54
Q v
16.083
217.8415
406.67
QV
16.167
221.2710
497.97
v
Q
16.250
225.5114
615.71
v
Q
16.333
230.3418
701.37
V Q
16.417
235.0363
681.64
V Q
16.500
239.5770
659.31
V Q
16.583
243.9432
633.97
V Q
16.667
247.8168
562.45
V Q
16.750
251.3096
507.15
VQ
16.833
254.6396
483.53
Q
16.917
257.8440
465.28
QV
17.000
260.9553
451.76
Q V
17.083
263.9904
440.70
Q V
17.167
266.9489
429.56
•Q
V
17.250
269.8320
418.64
Q
V
17.333
272.6433
408.20
Q
V
17.417
275.3942
399.43
Q•
V
17.500
278.0930
391.88
Q•
V
17.583
280.7439
384.90
Q•
v
17.667
283.3484
378.18
Q
v
17.750
285.9062
371.39
Q
v
17.833
288.4182
364.74
Q
v
17.917
290.8850
358.18
Q
v -
18.000
293.3076
351.76
Q
V
18.083
295.6871
345.50
Q
v
18.167
298.0257
339.57
Q
v
18.250
300.3311
334.74
Q
V•
18.333
302.6088
330.72
Q
V.
18.417
304.8572
326.47
Q
V•
18.500
307.0732
321.76
Q
V•
18.583
309.2560
316.95
Q
V•
18.667
311.4049
312.02
Q
v
18.750
313.5199
307.11
Q
v
18.833
315.6019
302.30
Q
v
18.917
317.6509
297.52
Q
v
19.000
319.6660
292.58
Q
v
19.083
321.6460
287.50
Q
v
19.167
323.5909
282.40
Q
v
19.250
325.5011
277.36
Q
v
19.333
327.3770
272.38
Q
v
19.417
329.2194
267.52
Q
V
19.500
331.0297
262.85
Q
V
19.583
332.8092
258.39
Q
V
19.667
334.5590
254.07
Q
V
19.750
336.2789
249.72
Q
V
19.833
337.9704
245.60
Q
V
19.917
339.6337
241.52
Q
V
20.000
341.2688
237.42
Q
v
20.083
342.8763
233.41
.Q
V
20.167
344.4567
229.48
Q
V
20.250
346.0112
225.71
Q
V
20.333
347.5411
222.14
Q
v
20.417
349.0473
218.70
Q
v
20.500
350.5305
215.37
Q
V
20.583
351.9919
212.19
Q
V
20.667
353.4325
209.16
Q
V
20.750
354.8528
206.23
Q
v
20.833
356.2535
203.39
Q
V
20.917
357.6354
200.64
Q
V
21.000
358.9990
198.00
Q.
V
21.083
360.3451
195.45
Q.
V
21.167
361.6739
192.95
Q.
V
21.250
362.9840
190.22
Q.
V
21.333
364.2750
187.46
Q.
V
21.417
365.5478
184.80
Q.
V
21.500
366.8029
182.25
Q.
V
21.583
368.0414
179.82
Q
V
21.667
369.2639
177.51
Q
v
21.750
370.4712
175.30
Q
V
21.833
371.6639
173.19
Q
v
21.917
372.8429
171.18
Q
V
22.000
374.0086
169.26
Q
V
22.083
375.1616
167.41
Q
V
22.167
376.3024
165.65
Q
v
22.250
377.4317
163.96
Q
V
22.333
378.5498
162.35
Q
V
22.417
379.6572
160.80
Q
v
22.500
380.7542
159.29
Q
V
22.583
381.8415
157.86
Q
V
22.667
382.9192
156.49
Q
V
22.750
383.9879
155.17
Q
V
22.833
385.0477
153.89
Q
v
22.917
386.0992
152.67
Q
V
23.000
387.1424
151.48
Q
V
23.083
388.1777
150.33
Q
V
23.167
389.2052
149.19
Q
v
23.250
390.2252
148.10
Q
V
23.333
391.2381
147.07
Q
V
23.417
392.2441
146.07
Q
V
23.500
393.2434
145.10
Q
V
23.583
394.2363
144.17
Q
V .
23.667
395.2229
143.25
Q
V .
23.750
396.2034
142.37
Q
V .
23.833
397.1780
141.51
Q
V .
23.917
398.1468
140.68
Q
V .
24.000
399.1100
139.86
Q
V .
****************************************************************************
FLOW PROCESS FROM NODE 60.00 TO NODE 60.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) «« <
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 78.860 ACRES
"S" GRAPH
BASEFLOW = 0.000 CFS/SQUARE-MILE
NUMBER
----------------------------------------------------------------------------
*USER ENTERED "LAG" TIME = 0.389 HOURS
ORDINATES(CFS)
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
1.279
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
5.398
VALLEY(DEVELOPED):
3
"S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.840
FOOTHILL "S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.160
MOUNTAIN "S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.000
VALLEY(UNDEVELOPED)/DESERT:
"S" -CURVE PERCENTAGE(DECIMAL NOTATION)
= 0.000
DESERT(UNDEVELOPED) "S" -CURVE PERCENTAGE(DECIMAL
NOTATION) = 0.000
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.207
LOW LOSS FRACTION = 0.178
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= 0.47
SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 0.96
SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.27
SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.34
SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.39
SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 8.00
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 21.450
UNIT HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
1.279
12.202
2
5.398
39.275
3
14.851
90.158
4
27.992
125.326
5
45.861
170.419
6
63.348
166.783
7
76.108
121.690
8
84.523
80.252
9
89.715
49.518
10
93.251
33.721
11
95.417
20.665
12
96.656
11.810
13
97.330
'6.430
14
97.964
6.045
15
98.549
5.579
16
99.081
5.072
17
99.389
2.937
18
99.501
1.074
19
99.612
1.056
20
99.686
0.708
21
99.705
0.175
22
99.722
0.169
23
99.740
0.170
24
99.758
0.169
25
99.776
0.169
26
99.793
0.170
27
99.811
0.169
28
99.829
0.169
29
99.847
0.169
30
99.864
0.169
31
99.882
0.169
32
99.900
0.169
33
99.918
0.169
34
99.935
0.169
35
99.953
0.169
36
99.971
0.169
37
99.989
0.169
38
100.000
0.109
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0031
0.0141
2
0.0172
0.0031
0.0141
3
0.0172
0.0031
0.0142
4
0.0173
0.0031
0.0142
5
0.0173
0.0031
0.0142
6
0.0173
0.0031
0.0142
7
0.0174
0.0031
0.0143
8
0.0174
0.0031
0.0143
9
0.0175
0.0031
0.0143
10
0.0175
0.0031
0.0144
11
0.0175
0.0031
0.0144
12
0.0175
0.0031
0.0144
13
0.0176
0.0031
0.0145
14
0.0176
0.0031
0.0145
15
0.0177
0.0031
0.0145
16
0.0177
0.0032
0.0145
17
0.0177
0.0032
0.0146
18
0.0178
0.0032
0.0146
19
0.0178
0.0032
0.0147
20
0.0179
0.0032
0.0147
21
0.0179
0.0032
0.0147
22
0.0179
0.0032
0.0147
23
0.0180
0.0032
0.0148
24
0.0180
0.0032
0.0148
25
0.0181
0.0032
0.0149
26
0.0181
0.0032
0.0149
27
0.0182
0.0032
0.0149
28
0.0182
0.0032
0.0149
29
0.0182
0.0032
0.0150
30
0.0183
0.0033
0.0150
31
0.0183
0.0033
0.0151
32
0.0184
0.0033
0.0151
33
0.0184
0.0033
0.0151
34
0.0184
0.0033
0.0152
35
0.0185
0.0033
0.0152
36
0.0185
0.0033
0.0152
37
0.0186
0.0033
0.0153
38
0.0186
0.0033
0.0153
39
0.0187`
0.0033
0.0154
40
0.0187
0.0033
0.0154
41
0.0188
0.0033
0.0154
42
0.0188
0.0033
0.0155
43
0.0189
0.0034
0.0155
44
0.0189
0.0034
0.0155
45
0.0190
0.0034
0.0156
46
0.0190
0.0034
0.0156
47
0.0191
0.0034
0.0157
48
0.0191
0.0034
0.0157
49
0.0192
0.0034
0.0158
50
0.0192
0.0034
0.0158
51
0.0193
0.0034
0.0158
52
0.0193
0.0034
0.0159
53
0.0194
0.0034
0.0159
54
0.0194
0.0035
0.0160
55
0.0195
0.0035
0.0160
56
0.0195
0.0035
0.0160
57
0.0196
0.0035
0.0161
58
0.0196
0.0035
0.0161
59
0.0197
0.0035
0.0162
60
0.0197
0.0035
0.0162
61
0.0198
0.0035
0.0163
62
0.0199
0.0035
0.0163
63
0.0199
0.0035
0.0164
64
0.0200
0.0036
0.0164
65
0.0200
0.0036
0.0165
66
0.0201
0.0036
0.0165
67
0.0202
0.0036
0.0166
68
0.0202
0.0036
0.0166
69
0.0203
0.0036
0.0167
70
0.0203
0.0036
0.0167
71
0.0204
0.0036
0.0168
72
0.0205
0.0036
0.0168
73
0.0206
0.0037
0.0169
74
0.0206
0.0037
0.0169
75
0.0207
0.0037
0.0170
76
0.0207
0.0037
0.0170
77
0.0208
0.0037
0.0171
78
0.0209
0.0037
0.0172
79
0.0210
0.0037
0.0172
80
0.0210
0.0037
0.0173
81
0.0211
0.0038
0.0173
82
0.0211
0.0038
0.0174
83
0.0212
0.0038
0.0175
84
0.0213
0.0038
0.0175
85
0.0214
0.0038
0.0176
86
0.0214
0.0038
0.0176
87
0.0216
0.0038
0.0177
88
0.0216
0.0038
0.0178
89
0.0217
0.0039
0.0178
90
0.0218
0.0039
0.0179
91
0.0219
0.0039
0.0180
92
0.0219
0.0039
0.0180
93
0.0220
0.0039
0.0181
94
0.0221
0.0039
0.0182
95
0.0222
0.0040
0.0183
96
0.0223
0.0040
0.0183
97
0.0224
0.0040
0.0184
98
0.0224
0.0040
0.0184
99
0.0226
0.0040
0.0185
100
0.0226
0.0040
0.0186
101
0.0228
0.0040
0.0187
102
0.0228
0.0041
0.0188
103
0.0229
0.0041
0.0189
104
0.0230
0.0041
0.0189
105
0.0231
0.0041
0.0190
106
0.0232
0.0041
0.0191
107
0.0233
0.0042
0.0192
108
0.0234
0.0042
0.0192
109
0.0236
0.0042
0.0194
110
0.0236
0.0042
0.0194
111
0.0238
0.0042
0.0195
112
0.0239
0.0042
0.0196
113
0.0240
0.0043
0.0197
114
0.0241
0.0043
0.0198
115
0.0242
0.0043
0.0199
116
0.0243
0.0043
0.0200
117
0.0245
0.0044
0.0201
118
0.0246
0.0044
0.0202
119
0.0247
0.0044
0.0203
120
0.0248
0.0044
0.0204
121
0.0250
0.0044
0.0205
122
0.0251
0.0045
0.0206
123
0.0253
0.0045
0.0208
124
0.0254
0.0045
0.0208
125
0.0255
0.0045
0.0210
126
0.0256
0.0046
0.0211
127
0.0258
0.0046
0.0212
128
0.0259
0.0046
0.0213
129
0.0261
0.0047
0.0215
130
0.0263
0.0047
0.0216
131
0.0265
0.0047
0.0218
132
0.0266
0.0047
0.0218
133
0.0268
0.0048
0.0220
134
0.0269
0.0048
0.0221
135
0.0272
0.0048
0.0223
136
0.0273
0.0049
0.0224
137
0.0275
0.0049
0.0226
138
0.0277
0.0049
0.0227
139
0.0279
0.0050
0.0229
140
0.0280
0.0050
0.0231
141
0.0283
0.0050
0.0233
142
0.0285
0.0051
0.0234
143
0.0287
0.0051
0.0236
144
0.0289
0.0051
0.0238
145
0.0256
0.0046
0.0210
146
0.0257
0.0046
0.0212
147
0.0261
0.0046
0.0214
148
0.0263
0.0047
0.0216
149
0.0266
0.0047
0.0219
150
0.0268
0.0048
0.0220
151
0.0272
0.0048
0.0224
152
0.0274
0.0049
0.0225
153
0.0278
0.0050
0.0229
154
0.0280
0.0050
0.0230
155
0.0285
0.0051
0.0234
156
0.0287
0.0051
0.0236
157
0.0292
0.0052
0.0240
158
0.0295
0.0052
0.0242
159
0.0300
0.0053
0.0247
160
0.0303
0.0054
0.0249
161
0.0308
0.0055
0.0254
162
0.0311
0.0055
0.0256
163
0.0318
0.0057
0.0261
164
0.0321
0.0057
0.0264
165
0.0328
0.0058
0.0270
166
0.0332
0.0059
0.0273
167
0.0340
0.0060
0.0279
168
0.0344
0.0061
0.0283
169
0.0371
0.0066
0.0305
170
0.0376
0.0067
0.0309
171
0.0386
0.0069
0.0317
172
0.0391
0.0070
0.0321
173
0.0402
0.0072
0.0330
174
0.0408
0.0073
0.0335
175
0.0421
0.0075
0.0346
176
0.0428
0.0076
0.0352
177
0.0443
0.0079
0.0364
178
0.0452
0.0080
0.0371
179
0.0470
0.0084
0.0386
180
0.0480
0.0086
0.0395
181
0.0503
0.0090
0.0414
182
0.0516
0.0092
0.0424
183
0.0546
0.0097
0.0449
184
0.0563
0.0100
0.0463
185
0.0426
0.0076
0.0350
186
0.0450
0.0080
0.0370
187
0.0511
0.0091
0.0420
188
0.0551
0.0098
0.0453
189
0.0665
0.0118
0.0546
190
0.0751
0.0134
0.0617
191
0.1072
0.0173
0.0899
192
0.1476
0.0173
0.1303
193
0.4611
0.0173
0.4439
194
0.0873
0.0155
0.0718
195
0.0600
0.0107
0.0493
196
0.0478
0.0085
0.0393
197
0.0582
0.0104
0.0478
198
0.0530
0.0094
0.0436
199
0.0491
0.0087
0.0404
200
0.0461
0.0082
0.0379
201
0.0435
0.0078
0.0358
202
0.0414
0.0074
0.0341
203
0.0396
0.0071
0.0326
204
0.0381
0.0068
0.0313
205
0.0348
0.0062
0.0286
206
0.0336
0.0060
0.0276
207
0.0325
0.0058
0.0267
208
0.0315
0.0056
0.0259
209
0.0306
0.0054
0.0251
210
0.0297
0.0053
0.0244
211
0.0290
0.0052
0.0238
212
0.0283
0.0050
0.0232
213
0.0276
0.0049
0.0227
214
0.0270
0.0048
0.0222
215
0.0264
0.0047
0.0217
216
0.0259
0.0046
0.0213
217
0.0290
0.0052
0.0239
218
0.0286
0.0051
0.0235
219
0.0282
0.0050
0.0232
220
0.0278
0.0049
0.0228
221
0.0274
0.0049
0.0225
222
0.0270
0.0048
0.0222
223
0.0267
0.0048
0.0219
224
0.0264
0.0047
0.0217
225
0.0260
0.0046
0.0214
226
0.0257
0.0046
0.0212
227
0.0255
0.0045
0.0209
228
0.0252
0.0045
0.0207
229
0.0249
0.0044
0.0205
230
0.0246
0.0044
0.0203
231
0.0244
0.0043
0.0201
232
0.0242
0.0043
0.0199
233
0.0239
0.0043
0.0197
234
0.0237
0.0042
0.0195
235
0.0235
0.0042
0.0193
236
0.0233
0.0041
0.0191
237
0.0231
0.0041
0.0190
238
0.0229
0.0041
0.0188
239
0.0227
0.0040
0.0187
240
0.0225
0.0040
0.0185
241
0.0223
0.0040
0.0184
242
0.0222
0.0039
0.0182
243
0.0220
0.0039
0.0181
244
0.0218
0.0039
0.0179
245
0.0217
0.0039
0.0178
246
0.0215
0.0038
0.0177
247
0.0213
0.0038
0.0175
248
0.0212
0.0038
0.0174
249
0.0211
0.0037
0.0173
250
0.0209
0.0037
0.0172
251
0.0208
0.0037
0.0171
252
0.0206
0.0037
0.0170
253
0.0205
0.0037
0.0169
254
0.0204
0.0036
0.0168
255
0.0203
0.0036
0.0166
256
0.0201
0.0036
0.0165
257
0.0200
0.0036
0.0164
258
0.0199
0.0035
0.0164
259
0.0198
0.0035
0.0163
260
0.0197
0.0035
0.0162
261
0.0196
0.0035
0.0161
262
0.0194
0.0035
0.0160
263
0.0193
0.0034
0.0159
264
0.0192
0.0034
0.0158
265
0.0191
0.0034
0.0157
266
0.0190
0.0034
0.0156
267
0.0189
0.0034
0.0156
268
0.0188
0.0034
0.0155
269
0.0187
0.0033
0.0154
270
0.0186
0.0033
0.0153
271
0.0186
0.0033
0.0153
272
0.0185
0.0033
0.0152
273
0.0184
0.0033
0.0151
274
0.0183
0.0033
0.0150
275
0.0182
0.0032
0.0150
276
0.0181
0.0032
0.0149
277
0.0180
0.0032
0.0148
278
0.0180
0.0032
0.0148
279
0.0179
0.0032
0.0147
280
0.0178
0.0032
0.0146
281
0.0177
0.0032
0.0146
282
0.0176
0.0031
0.0145
283
0.0176
0.0031
0.0144
284
0.0175
0.0031
0.0144
285
0.0174
0.0031
0.0143
286
0.0174
0.0031
0.0143
287
0.0173
0.0031
0.0142
288
0.0172
0.0031
0.0142
TOTAL STORM RAINFALL(INCHES) = 7.99
TOTAL SOIL-LOSS(INCHES) = 1.35
TOTAL EFFECTIVE RAINFALL(INCHES) = 6.65
----------------------------------------------------------------------------
TOTAL
SOIL -LOSS
VOLUME(ACRE-FEET) =
8.8514
TOTAL
----------------------------------------------------------------------------
STORM
RUNOFF VOLUME(ACRE-FEET) =
43.6468
2 4- F{
0 U R
S T 0 R M
R
U N O F F
H Y D
R 0 G R A P H
HYDROGRAPH IN FIVE-MINUTE
UNIT INTERVALS(CFS)
(Note: Time indicated is at END
----------------------------------------------------------------------------
of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0.
50.0 100.0 150.0 200.0
0.083
0.0012
0.17
Q
0.167
0.0062
0.73
Q
0.250
0.0200
2.00
Q
0.333
0.0459
3.77
Q
0.417
0.0885
6.18
VQ
0.500
0.1474
8.55
VQ
0.583
0.2182
10.28
V Q
0.667
0.2970
11.44
V Q
0.750
0.3807
12.16
V Q
0.833
0.4679
12.66
V Q
0.917
0.5573
12.98
V Q
1.000
0.6480
13.17
V Q
1.083
0.7395
13.29
V Q
1.167
0.8318
13.40
V Q
1.250
0.9248
13.51
V Q
1.333
1.0185
13.61
V Q
1.417
1.1127
13.68
.VQ
1.500
1.2072
13.72
VQ
1.583
1.3020
13.77
VQ
1.667
1.3971
13.80
VQ
1..750
1.4924
13.84
VQ
1.833
1.5879
13.87
VQ
1.917
1.6837
13.90
VQ
2.000
1.7796
13.93
.VQ
2.083
1.8758
13.97
.VQ
2.167
1.9722
14.00
.VQ
2.250
2.0689
14.03
.VQ
2.333
2.1658
14.07
.VQ
2.417
2.2629
14.10
Q
2.500
2.3603
14.14
Q
2.583
2.4579
14.17
Q
2.667
2.5557
14.21
Q
2.750
2.6538
14.24
Q
2.833
2.7521
14.28
Q
2.917
2.8507
14.31
Q
,
3.000
2.9496
14.35
Q
3.083
3.0486
14.39
Q
3.167
3.1479
14.42
Q
3.250
3.2475
14.46
Q
3.333
3.3473
14.49
QV
3.417
3.4474
14.53
QV
3.500
3.5476
14.56
QV
3.583
3.6482
14.60
QV
i 3.667
3.7490
14.63
QV
3.750
3.8500
14.67
QV
3.833
3.9513
14.71
QV
3.917
4.0528
14.74
QV
4.000
4.1546
14.78
QV
4.083
4.2567
14.82
QV
4.167
4.3590
14.86
QV
4.250
4.4616
14.90
Q V
4.333
4.5644
14.93
Q V
4.417
4.6676
14.97
Q V
4.500
4.7710
15.01
QV
4.583
4.8746
15.05
QV
4.667
4.9786
15.09
QV
4.750
5.0828
15.13
QV
4.833
5.1874
15.18
QV
4.917
5.2922
15.22
QV
5.000
5.3972
15.26
QV
5.083
5.5026
15.30
Q V
5.167
5.6083
15.34
Q V
5.250
5.7143
15.39
Q V
5.333
5.8206
15.43
Q V
5.417
5.9272
15.48
Q V
5.500
6.0341
15.52
Q V
5.583
6.1413
15.57
Q V
5.667
6.2488
15.61
Q V
5.750
6.3566
15.66
Q V
5.833
6.4648
15.70
Q V
5.917
6.5733
15.75
Q V
6.000
6.6821
15.80
Q V
6.083
6.7912
15.85
Q V
6.167
6.9007
15.90
Q V
6.250
7.0105
15.95
Q V
6.333
7.1207
15.99
Q V
6.417
7.2312
16.05
Q V
6.500
7.3420
16.10
Q V
6.583
7.4532
16.15
Q V
6.667
7.5648
16.20
Q V
6.750
7.6767
16.25
Q V
6.833
7.7890
16.31
Q V
6.917
"7.9017
16.36
Q V
7.000
8.0148
16.41
Q V
7.083
8.1282
16.47
Q V
7.167
8.2420
16.53
Q V
7.250
8.3562
16.58
Q V
7.333
8.4708
16.64
Q V
7.417
8.5858
16.70
Q V
7.500
8.7012
16.76
Q V
7.583
8.8171
16.82
Q V .
7.667
8.9333
16.88
Q V .
7.750
9.0500
16.94
Q V .
7.833
9.1670
17.00
Q V .
7.917
9.2846
17.06
Q V .
8.000
9.4025
17.13
Q V .
8.083
9.5209
17.19
Q V .
8.167
9.6398
17.26
Q V .
8.250
9.7591
17.32
Q V .
8.333
9.8789
17.39
Q V.
8.417
9.9991
17.46
Q V.
8.500
10.1198
17.53
Q V.
8.583
10.2410
17.60
Q
V.
8.667
10.3627
17.67
Q
V.
8.750
10.4849
17.74
Q
V.
8.833
10.6076
17.82
Q
V.
8.917
10.7309
17.89
Q
V.
9.000
10.8546
17.97
Q
V.
9.083
10.9789
18.04
Q
V
9.167
11.1037
18.12
Q
V
9.250
11.2290
18.20
Q
V
9.333
11.3549
18.28
Q
V
9.417
11.4814
18.36
Q
V
9.500
11.6084
18.45
Q
V
9.583
11.7361
18.53
Q
V
9.667
11.8643
18.62
Q
V
9.750
11.9931
18.71
Q
V
9.833
12.1225
18.79
Q
v
9.917
12.2526
18.89
Q
V
10.000
12.3833
18.98
Q
V
10.083
12.5147
19.07
Q
v
10.167
12.6467
19.17
Q
V
10.250
12.7793
19.26
Q
V
10.333
12.9127
19.36
Q
V
10.417
13.0467
19.46
Q
V
10.500
13.1815
19.57
Q
V
10.583
13.3170
19.67
Q
V
10.667
13.4532
19.78
Q
V
10.750
13.5902
19.89
Q
V
10.833
13.7279
20.00
Q
V
10.917
13.8664
20.11
Q
V
11.000
14.0057
20.23
Q
V
11.083
14.1459
20.35
Q
V
11.167
14.2869
20.47
Q
V
11.250
14.4287
20.59
Q
V
11.333
14.5714
20.72
Q
V
11.417
14.7150
20.85
Q
V
11.500
14.8595
20.98
Q
V
11.583
15.0049
21.12
Q
V
11.667
15.1513
21.26
Q
V
11.750
15.2987
21.40
Q
V
11.833
15.4470
21.54
Q
V
11.917
15.5964
21.69
Q
V
12.000
15.7469
21.85
Q
V
12.083
15.8982
21.97
Q
V
12.167
16.0497
22.01
Q
V
12.250
16.2006
21.91
Q
V
12.333
16.3501
21.70
Q
V
12.417
16.4973
21.37
Q
V
12.500
16.6423
21.06
Q
V
12.583
16.7861
20.89
Q
V
12.667
16.9297
20.85
Q
V
12.750
17.0737
20.90
Q
V
12.833
17.2184
21.02
Q
V
12.917
17.3643
21.18
Q
V
13.000
17.5115
21.37
Q
V
13.083
17.6602
21.59
Q
V
13.167
17.8104
21.82
Q
V
13.250
17.9624
22.06
Q
V
13.333
18.1160
22.31
Q
V
13.417
18.2715
22.58
Q
v
13.500
18.4290
22.86
Q
V
13.583
18.5885
23.16
Q
V
13.667
18.7501
23.47
Q
V
13.750
18.9140
23.80
Q
V
13.833
19.0802
24.14
Q
V
13.917
19.2489
24.50
Q
v
14.000
19.4202
24.87
Q
v
14.083
19.5944
25.29
Q
v
14.167
19.7718
25.76
Q
V .
14.250
19.9532
26.34
Q
v .
14.333
20.1390
26.99
Q
v .
14.417
20.3301
27.74
Q
v .
14.500
20.5265
28.51
Q
V .
14.583
20.7280
29.25
Q
V .
14.667
20.9343
29.96
Q
V.
14.750
21.1455
30.66
Q
V.
14.833
21.3616
31.38
Q
V.
14.917
21.5829
32.14
Q
V.
15.000
21.8097
32.93
Q
V.
15.083
22.0425
33.80
Q
V
15.167
22.2817
34.73
Q
V
15.250
22.5281
35.77
Q
V
15.333
22.7822
36.91
Q
V
15.417
23.0440
38.01
Q
v
15.500
23.3116
38.86
Q
V
15.583
23.5816
39.20
Q
v
15.667
23.8521
39.28
Q
v
15.750
24.1214
39.10
Q
V
15.833
24.3933
39.48
Q
V
15.917
24.6793
41.52
Q
V
16.000
24.9954
45.90
Q.
V
16.083
25.3896
57.24
Q
V
16.167
25.9101
75.57
Q v
16.250
26.6095
101.55
Q V
16.333
27.4344
119.78
Q
V
16.417
28.3688
135.67
V Q
16.500
29.2576
129.06
QV
16.583
29.9859
105.75
Q
V
16.667
30.5640
83.93
Q
v .
16.750
31.0311
67.82
Q
V .
16.833
31.4321
58.23
.Q
v .
16.917
31.7781
50.23
Q
V.
17.000
32.0827
44.24
Q
V.
17.083
32.3583
40.02
Q
V.
17.167
32.6194
37.91
Q
V.
17.250
32.8665
35.88
Q
v
17.333
33.0994
33.82
Q
v
17.417
33.3148
31.26
Q
v
17.500
33.5149
29.06
Q
v
17.583
33.7060
27.75
Q
V
17.667
33.8888
26.54
Q
v
17.750
34.0638
25.41
Q
v
17.833
34.2331
24.58
Q
v
17.917
34.3973
23.85
Q
v
18.000
34.5570
23.19
Q
v
18.083
34.7129
22.63
Q
V
18.167
34.8658
22.20
Q
V
18.250
35.0171
21.97
Q
v
18.333
35.1677
21.87
Q
v
18.417
35.3189
21.95
Q
v
18.500
35.4707
22.05
Q
V
18.583
35.6225
22.04
Q
V
18.667
35.7736
21.93
Q
V
18.750
35.9234
21.75
Q
v
18.833
36.0718
21.54
Q
V
18.917
36.2185
21.31
Q
V
19.000
36.3635
21.06
Q
V
19.083
36.5068
20.80
Q
V
19.167
36.6481
20.53
Q
v
19.250
36.7876
20.25
Q
V
19.333
36.9256
20.03
Q
v
19.417
37.0620
19.82
Q
v
19.500
37.1971
19.60
Q
V
19.583
37.3306
19.40
Q
V
19.667
37.4629
19.20
Q
V
19.750
37.5938
19.01
Q
V
19.833
37.7234
18.82
Q
V
19.917
37.8518
18.64
Q
v
20.000
37.9790
18.47
Q
V
20.083
38.1050
18.30
Q
V
20.167
38.2299
18.14
Q
V
20.250
38.3538
17.98
Q
v
20.333
38.4766
17.83
Q
V
20.417
38.5984
17.69
Q
V
20.500
38.7193
17.54
Q
V
20.583
38.8391
17.41
Q
V
20.667
38.9581
17.27
Q
V
20.750
39.0761
17.14
Q
V
20.833
39.1933
17.01
Q
V
20.917
39.3097
16.89
Q
v
21.000
39.4252
16.77
Q
v
21.083
39.5398
16.65
Q
V
21.167
39.6538
16.54
Q
V
21.250
39.7669
16.43
Q
V
21.333
39.8793
16.32
Q
V
21.417
39.9909
16.21
Q
V
21.500
40.1018
16.11
Q
V
21.583
40.2121
16.01
Q
V
21.667
40.3216
15.91
Q
v
21.750
40.4305
15.81
Q
V
21.833
40.5387
15.71
Q
V
21.917
40.6463
15.62
Q
v
22.000
40.7532
15.53
Q
V
22.083
40.8596
15.44
Q
V
22.167
40.9653
15.35
Q
V
22.250
41.0704
15.27
Q
v
22.333
41.1750
15.18
Q
V
22.417
41.2790
15.10
Q
v
22.500
41.3824
15.02
Q
v
22.583
41.4853
14.94
Q
V ,
22.667
41.5877
14.86
Q
V ,
22.750
41.6895
14.79
Q
V ,
22.833
41.7909
14.71
Q
v .
22.917
41.8917
14.64
Q
v .
23.000
41.9920
14.57
Q
v
23.083
42.0919
14.50
Q
v .
23.167
42.1912
14.43
Q
v .
23.250
42.2901
14.36
Q
v .
23.333
42.3885
14.29
Q
v .
23.417
42.4865
14.22
Q
V .
23.500
42.5840
14.16
Q
V.
23.583
42.6811
14.10
Q
V.
23.667
42.7777
14.03
Q
V.
23.750
42.8739
13.97
Q
V.
23.833
42.9697
13.91
Q
V.
23.917
43.0651
13.85
Q
V.
24.000
43.1601
13.79
Q
V.
24.083
43.2535
13.56
Q
V.
24.167
43.3427
12.95
Q
V.
24.250
43.4228
11.63
Q
V.
24.333
43.4903
9.81
Q
v,
24.417
43.5411
7.37
Q
V.
24.500
43.5755
4.99
Q
V.
24.583
43.5979
3.25
Q
V.
24.667
43.6124
2.11
Q
V.
24.750
43.6221
1.40
Q
V.
24.833
43.6284
0.92
Q
V.
24.917
43.6327
0.63
Q
V.
25.000
43.6359
0.46
Q
V.
25.083
43.6384
0.37
Q
V.
25.167
43.6403
0.28
Q
V.
25.250
43.6417
0.20
Q
V.
25.333
43.6426
0.13
Q
V.
25.417
43.6432
0.08
Q
V.
25.500
43.6436
0.07
Q
V.
25.583
43.6440
0.05
Q
V.
25.667
43.6443
0.04
Q
V.
25.750
43.6446
0.04
Q
V.
25.833
43.6449
0.04
Q
V.
25.917
43.6451
0.04
Q
V.
26.000
43.6453
0.03
Q
V.
26.083
43.6455
0.03
Q
V.
26.167
43.6457
0.03
Q
V.
26.250
43.6459
0.03
Q
V.
26.333
43.6461
0.02
Q
V.
26.417
43.6462
0.02
Q
V.
26.500
43.6464
0.02
Q
V.
26.583
43.6465
0.02
Q
V.
26,667
43.6466
0.01
Q
V.
26.750
43.6466
0.01
Q
V.
26.833
43.6467
0.01
Q
V.
FLOW PROCESS FROM NODE
----------------------------------------------------------------------------
60.00
TO NODE 60.00 IS CODE = 11
»»>VIEW
STREAM NUMBER
1 HYDROGRAPH««<
STREAM HYDROGRAPH
IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
is at
END of Each Unit Intervals)
----------------------------------------------------------------------------
TIME(HRS)
VOLUME(AF)
Q(CFS)
0.
225.0 450.0 675.0 900.0
----------------------------------------------------------------------------
0.083
0.0028
0.41
Q
0.167
0.0157
1.87
Q
0.250
0.0506
5.06
Q
0.333
0.1182
9.83
Q
0.417
0.2133
13.81
Q
0.500
0.5232
44.99
VQ
0.583
0.8840
52.39
V Q
0.667
1.2497
53.10
V Q
0.750
1.6178
53.44
V Q
0.833
2.0202
58.43
V Q
0.917
2.4052
55.90
V Q
1.000
2.7955
56.67
V Q
1.083
3.1900
57.27
V Q
1.167
3.5893
57.99
V Q
1.250
3.9979
59.33
V Q
1.333
4.4040
58.96
V Q
1.417
4.8078
58.63
V Q
1.500
5.2188
59.67
V Q
1.583
5,7225
73.15
V Q
1.667
6.3476
90.77
V
Q
1..750
7.0058
95.57
V
Q
1.833
7.7080
101.96
V
Q
1.917
8.4573
108.80
V
Q
2.000
9.2486
114.89
V
Q
2,083
10.0687
119.08
V
Q
2.167
10.9078
121.84
V
Q
2.250
11.7636
124.26
V
Q
2.333
12.6341
126.40
V
Q
2.417
13.5180
128.34
V
Q
2.500
14.4149
130.23
V
Q
2.583
15.3242
132.02
V
Q
2.667
16.2438
133.52
V
Q
2.750
17,1730
134.93
V
Q
2.833
18.1119
136.32
V
Q
2.917
19.0599
137.65
V
Q
3.000
20.0165
138.90
V
Q
3.083
20.9812
140.08
V
Q
3.167
21.9536
141.20
V
Q
3.250
22.9333
142.25
V
Q
3.333
23.9199
143.25
V
Q
3.417
24.9130
144.20
V
Q
3.500
25.9121
145.08
V
Q
3.583
26.9172
145.94
V
Q
3.667
27.9280
146.76
V
Q
3.750
28.9442
147.56
V
Q
3.833
29.9656
148.31
V
Q
3.917
30.9921
149.04
V
Q
4.000
32.0234
149.75
V
Q
4.083
33.0595
150.43
V
Q
4.167
34.1001
151.10
V
Q
4.250
35.1452
151.74
V
Q
4.333
36.1945
152.37
V
Q
4.417
37.2481
152.98
V Q
4.500
38.3058
153.58
V Q
4.583
39.3676
154.16
V Q
4.667
40.4333
154.74
V Q
4.750
41.5028
155.30
V Q
4.833
42.5762
155.86
V Q
4.917
43.6534
156.40
V Q
5.000
44.7343
156.94
V Q
5.083
45.8188
157.48
V Q
5.167
46.9070
158.00
V Q
5.250
47.9986
158.50
V Q
5.333
49.0936
159.00
V Q
5.417
50.1921
159.50
V Q
5.500
51.2941
160.00
V Q .
5.583
52.3995
160.50
V Q
5.667
53.5083
161.00
V Q
5.750
54.6206
161.50
V Q
5.833
55.7364
162.01
V Q
5.917
56.8556
162.51
V Q
6.000
57.9783
163.02
V Q
6.083
59.1045
163.52
V Q
6.167
60.2342
164.04
V Q
6.250
61.3675
164.55
V Q
6.333
62.5043
165.07
V Q
6.417
63.6447
165.59
V Q ,
6.500
64.7887
166.11
V Q
6.583
65.9363
166.64
V Q
6.667
67.0876
167.17
V Q
6.750
68.2426
167.70
V Q
6.833
69.4013
168.25
VQ
6.917
70.5638
168.79
VQ
7.000
71.7300
169.34
VQ
7.083
72.9001
169.90
VQ
7.167
74.0741
170.46
VQ
7.250
75.2519
171.02
VQ
7.333
76.4337
171.60
VQ
7.417
77.6195
172.17
VQ
7.500
78.8093
172.76
VQ
7.583
80.0031
173.35
VQ
7.667
81.2011
173.95
Q
7.750
82.4032
174.55
Q
7.833
83.6095
175.15
Q
7.917
84.8199
175.75
Q
8.000
86.0346
176.38
Q
8.083
87.2537
177.01
Q
8.167
88.4772
177.65
Q
8.250
89.7051
178.30
Q
8.333
90.9376
178,96
Q
8.417
92.1747
179.62
QV .
8.500
93.4164
180.29
Q .
8.583
94.6627
180.97
Q .
8.667
95.9139
181.67
Q ,
8.750
97.1698
182.37
Q ,
8.833
98.4307
183.08
Q .
8.917
99.6966
183.80
Q .
9.000
100.9674
184.53
Q .
9.083
102.2434
185.27
Q ,
9.167
103.5246
186.03
QV. ,
9.250
104.8111
186.79
QV. ,
9.333
106.1029
187.57
QV. .
9.417
107.4001
188.36
QV,
9.500
108.7028
189.16
QV. ,
9.583
110.0112
189.97
QV,
9.667
111.3252
190.79
QV.
9.750
112.6449
191.63
QV.
9.833
113.9706
192.48
QV, ,
9.917
115.3022
193.35
Q V ,
10.000
116.6398
194.23
Q V ,
10.083
117.9837
195.12
Q V ,
10.167
119.3338
196.03
Q V ,
10.250
120.6902
196.95
Q V ,
10.333
122.0531
197.89
Q V ,
10.417
123.4226
198.85
Q V ,
10.500
124.7988
199.83
Q V ,
10.583
126.1819
200.82
Q ,V ,
10.667
127.5719
201.83
Q .V ,
10.750
128.9690
202.86
Q.V
10.833
130.3734
203.91
Q.V ,
10.917
131.7851
204.98
Q.V ,
11.000
133.2044
206.08
Q.V ,
11.083
134.6313
207.19
Q.V
11.167
136.0660
208.33
Q.V ,
11.250
137.5088
209.48
Q. V
11.333
138.9597
210.67
Q. V
11.417
140.4189
211.87
Q. V
11.500
141.8866
213.11
Q. V ,
11.583
143.3630
214.37
Q. V
11.667
144.8482
215.66
Q. V ,
11.750
146.3422
216.92
Q. V
11.833
147.8453
218.26
Q. V
11.917
149.3580
219.63
Q. V ,
1.2.000
150.8803
221.05
Q. V ,
12.083
152.4115
222.33
Q. V
12.167
153.9485
223.17
Q. V
12.250
155.4857
223.20
Q. V
12.333
157.0163
222.24
Q. V
12.417
158.5389
221.08
Q. V
12.500
160.0556
220.23
Q. V
12.583
161.5700
219.89
Q. V
12.667
163.0850
219.98
Q. V
12.750
164.6029
220.40
Q. V
12.833
166.1255
221.08
Q. V
12.917
167.6541
221.96
Q. V
13.000
169.1901
223.02
Q. V
13.083
170.7343
224.23
Q. V
13.167
172.2879
225.58
Q V
13.250
173.8518
227.07
Q V
13.333
175.4270
228.72
Q V
13.417
177.0145
230.50
Q V
13.500
178.6152
232.43
Q V
13.583
180.2302
234.49
Q V
13.667
181.8604
236.70
Q V
13.750
183.5064
239.00
Q V
13.833
185.1689
241.40
Q V
13.917
186.8484
243.86
Q v
14.000
188.5457
246.45
Q V
14.083
190.2625
249.28
Q V
14.167
192.0018
252.55
Q v
14.250
193.7678
256.43
Q V
14.333
195.5657
261.05
Q v
14.417
197.3974
265.96
Q v
14.500
199.2635
270.96
Q V
14.583
201.1638
275.93
Q v
14.667
203.0991
281.00
Q V
14.750
205.0706
286.26
Q V
14.833
207.0802
291.79
Q V .
14.917
209.1286
297.44
Q V .
15.000
211.2194
303.58
Q V .
15.083
213.3556
310.17
Q V .
15.167
215.5410
317.32
Q V .
15.250
217.7794
325.00
Q V.
15.333
220.0760
333.47
Q V.
15.417
222.4317
342.05
Q V.
15.500
224.8361
349.12
Q V.
15.583
227.2679
353.09
Q V.
15.667
229.7032
353.62
Q V
15.750
232.1528
355.67
Q V
15.833
234.6513
362.79
Q V
15.917
237.2509
377.46
Q V
16.000
240.0362
404.43
Q V
16.083
243.2312
463.91
QV
16.167
247.1812
573.54
V Q
i 16.250
252.1210
717.26
v Q
16.333
257.7763
821.15
V
16.417
263.4052
817.31
V
16.500
268.8347
788.37
V
16.583
273.9292
739.72
V Q
16.667
278.3809
646.38
v Q .
16.750
282.3407
574.97
VQ
16.833
286.0719
541.76
Q
16.917
289.6222
515.51
Q V
17.000
293.0381
495.99
Q V
17.083
296.3489
480.72
Q v
17.167
299.5684
467.47
Q V
17.250
302.6986
454.52
Q v
17.333
305.7429
442.02
Q. V
17.417
308.7091
430.69
Q. V
17.500
311.6081
420.94
Q v
17.583
314.4501
412.65
Q V
17.667
317.2374
404.71
Q v
17.750
319.9701
396.80
Q V
17.833
322.6513
389.31
Q v .
17.917
325.2824
382.03
Q v .
18.000
327.8647
374.96
Q V .
18.083
330.4001
368.13
Q V .
18.167
332.8916
361.77
Q V.
18.250
335.3483
356.71
Q V.
18.333
337.7766
352.60
Q V.
18.417
340.1762
348.42
Q V.
18.500
342.5440
343.81
Q V.
18.583
344.8787
338.99
Q V
Q
Q
Q
18.667
347.1786
333.95
Q
V
18.750
349.4435
328.86
Q
v
18.833
351.6738
323.84
Q
v
18.917
353.8695
318.83
Q
V
19.000
356.0296
313.64
Q
v
19.083
358.1529
308.30
Q
V
19.167
360.2392
302.93
Q
v
19.250
362.2888
297.61
Q
v
19.333
364.3027
292.41
Q
v
19.417
366.2816
287.33
Q
V
19.500
368.2269
282.45
Q
v
19.583
370.1400
277.78
Q
V
19.667
372.0220
273.27
Q
v ,
19.750
373.8727
268.73
Q
V
19.833
375.6938
264.42
Q
V
19.917
377.4855
260.16
Q
v
20.000
379.2479
255.89
Q
v
20.083
380.9814
251.71
Q
v
20.167
382.6867
247.62
Q
v
20.250
384.3651
243.70
Q
v
20.333
386.0178
239.97
Q
v
20.417
387.6458
236.38
Q
v
20.500
389.2499
232.92
Q
V
20.583
390.8312
229.60
Q
V
20.667
392.3907
226.43
Q
V
20.750
393.9290
223.37
Q.
v
20.833
395.4470
220.40
Q.
V
20.917
396.9451
217.53
Q.
v
21.000
398.4243
214.77
Q.
V
21.083
399.8850
212.10
Q.
V
21.167
401.3278
209.49
Q.
v
21.250
402.7510
206.65
Q.
V
21.333
404.1544
203.78
Q.
V
21.417
405.5388
201.01
Q
V
21.500
406.9049
198.36
Q
V
21.583
408.2535
195.83
Q
V
21.667
409.5856
193.41
Q
v
21.750
410.9017
191.11
Q
v
21.833
412.2027
188.91
Q
V
21.917
413.4893
186.80
Q
v
22.000
414.7619
184.79
Q
V
22.083
416.0212
182.85
Q
v
22.167
417.2678
181.00
Q
v
22.250
418.5021
179.23
Q
V
22,333
419.7248
177.53
Q
v
22.417
420.9362
175.90
Q
v
22.500
422.1367
174.31
Q
V
22.583
423.3269
172.80
Q
V
22.667
424.5070
171.35
Q
v
22.750
425.6775
169.95
Q
V
22.833
426.8387
168.61
Q
V
22.917
427.9909
167.31
Q
V
23.000
429.1345
166.05
Q
V
23.083
430.2697
164.82
Q
V
23.167
431.3965
163.62
Q
V
23.250
432.5154
162.46
Q
V
23.333
433.6266
161.36
Q
V
23.417
434.7306
160.30
Q
v
23.500
435.8275
159.26
Q
v ,
23.583
436.9174
158.26
Q
v .
23.667
438.0007
157.29
Q
v .
23.750
439.0774
156.34
Q
v .
23.833
440.1478
155.42
Q
v ,
23.917
441.2120
154.53
Q
v .
24.000
442.2702
153.65
Q
v ,
FLOW PROCESS FROM NODE 60.00 TO NODE 70.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 1125.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 944.00
DOWNSTREAM ELEVATION(FT) = 931.00
PIPE DIAMETER(FT) = 7.50
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
0.41
0.50
0.00
0.000
0.167
1.87
0.50
0.00
0.000
0.250
5.06
1.19
0.00
0.000
0.333
9.83
2.31
0.00
0.000
0.417
13.81
3.25
3.72
0.000
0.500
44.99
9.90
50.06
0.000
0.583
52.39
10.27
53.17
0.000
0.667
53.10
10.31
53.11
0.000
0.750
53.44
10.32
54.49
0.000
0.833
58.43
10.57
58.05
0.000
0.917
55.90
10.44
56.56
0.000
1.000
56.67
10.48
56.47
0.000
1.083
57.27
10.51
57.12
0.000
1.167
57.99
10.55
57.80
0.000
1.250
59.33
10.62
58.99
0.000
1.333
58.96
10.60
59.06
0.000
1.417
58.63
10.58
58.71
0.000
1.500
59.67
10.63
59.41
0.000
1.583
73.15
11.30
69.93
0.000
1.667
90.77
12.09
86.87
0.000
1.750
95.57
12.27
94.52
0.000
1.833
101.96
12.52
100.62
0.000
1.917
108.80
12.78
107.42
0.000
2.000
114.89
13.02
113.71
0.000
2.083
119.08
13.18
118.30
0.000
2.167
121.84
13.28
121.33
0.000
2.250
124.26
13.37
123.81
0.000
2.333
126.40
13.44
125.97
0.000
2.417
128.34
13.49
127.95
0.000
2.500
130.23
13.55
129.86
0.000
2.583
132.02
13.60
131.67
0.000
2.667
133.52
13.65
133.23
0.000
2.750
134.93
13.69
134.65
0.000
2.833
136.32
13.73
136.05
0.000
2.917
137.65
13.77
137.39
0.000
3.000
138.90
13.80
138.66
0.000
3.083
140.08
13.84
139.86
0.000
3.167
141.20
13.87
140.98
0.000
3.250
142.25
13.90
142.05
0.000
3.333
143.25
13.93
143.06
0.000
3.417
144.20
13.96
144.02
0.000
3.500
145.08
13.99
144.91
0.000
3.583
145.94
14.01
145.78
0.000
3.667
146.76
14.03
146.61
0.000
3.750
147.56
14.06
147.41
0.000
3.833
148.31
14.08
148.17
0.000
3.917
149.04
14.10
148.91
0.000
4.000
149.75
14.12
149.62
0.000
4.083
150.43
14.14
150.31
0.000
4.167
151.10
14.16
150.98
0.000
4.250
151.74
14.18
151.63
0.000
4.333
152.37
14.20
152.26
0.000
4.417
152.98
14.22
152.87
0.000
4.500
153.58
14.24
153.47
0.000
4.583
154.16
14.25
154.06
0.000
4.667
154.74
14.27
154.64
0.000
4.750
155.30
14.29
155.20
0.000
4.833
155.86
14.30
155.76
0.000
4.917
156.40
14.32
156.31
0.000
5.000
156.94
14.33
156.85
0.000
5.083
157.48
14.35
157.38
0.000
5.167
158.00
14.37
157.90
0.000
5.250
158.50
14.38
158.41
0.000
5.333
159.00
14.40
158.92
0.000
5.417
159.50
14.41
159.42
0.000
5.500
160.00
14.42
159.92
0.000
5.583
160.50
14.44
160.42
0.000
5.667
161.00
14.45
160.92
0.000
5.750
161.50
14.47
161.42
0.000
5.833
162.01
14.48
161.92
0.000
5.917
162.51
14.50
162.42
0.000
6.000
163.02
14.51
162.93
0.000
6.083
163.52
14.53
163.44
0.000
6.167
164.04
14.54
163.95
0.000
6.250
164.55
14.56
164.46
0.000
6.333
165.07
14.57
164.98
0.000
6.417
165.59
14.59
165.49
0.000
6.500
166.11
14.60
166.01
0.000
6.583
166.64
14.61
166.54
0.000
6.667
167.17
14.62
167.07
0.000
6.750
167.70
14.64
167.60
0.000
6.833
168.25
14.65
168.14
0.000
6.917
168.79
14.66
168.69
0.000
7.000
169.34
14.67
169.24
0.000
7.083
169.90
14.69
169.79
0.000
7.167
170.46
14.70
170.35
0.000
7.250
171.02
14.71
170.92
0.000
7.333
171.60
14.73
171.49
0.000
7.417
172.17
14.74
172.07
0.000
7.500
172.76
14.75
172.65
0.000
7.583
173.35
14.77
173.24
0.000
7.667
173.95
14.78
173.84
0.000
7.750
174.55
14.80
174.44
0.000
7.833
175.15
14.81
175.04
0.000
7.917
175.75
14.83
175.64
0.000
8.000
176.38
14.84
176.26
0.000
8.083
177.01
14.85
176.90
0.000
8.167
177.65
14.87
177.54
0.000
8.250
178.30
14.89
178.18
0.000
8.333
178.96
14.90
178.84
0.000
8.417
179.62
14.92
179.50
0.000
8.500
180.29
14.93
180.17
0.000
8.583
180.97
14.95
180.85
0.000
8.667
181.67
14.96
181.54
0.000
8.750
182.37
14.98
182.24
0.000
8.833
183.08
15.00
182.95
0.000
8.917
183.80
15.01
183.67
0.000
9.000
184.53
15.03
184.40
0.000
9.083
185.27
15.05
185.14
0.000
9.167
186.03
15.07
185.90
0.000
9.250
186.79
15.09
186.66
0.000
9.333
187.57
15.10
187.43
0.000
9.417
188.36
15.12
188.22
0.000
9.500
189.16
15.14
189.02
0.000
9.583
189.97
15.16
189.83
0.000
9.667
190.79
15.18
190.65
0.000
9.750
191.63
15.20
191.49
0.000
9.833
192.48
15.22
192.34
0.000
9.917
193.35
15.24
193.20
0.000
10.000
194.23
15.26
194.08
0.000
10.083
195.12
15.28
194.97
0.000
10.167
196.03
15.30
195.88
0.000
10.250
196.95
15.32
196.80
0.000
10.333
197.89
15.35
197.73
0.000
10.417
198.85
15.37
198.69
0.000
10.500
199.83
15.39
199.66
0.000
10.583
200.82
15.42
200.65
0.000
10.667
201.83
15.44
201.66
0.000
10.750
202.86
15.46
202.69
0.000
10.833
203.91
15.49
203.74
0.000
10.917
204.98
15.51
204.80
0.000
11.000
206.08
15.54
205.89
0.000
11.083
207.19
15.56
207.00
0.000
11.167
208.33
15.59
208.13
0.000
11.250
209.48
15.61
209.29
0.000
11.333
210.67
15.64
210.47
0.000
11.417
211.87
15.67
211.67
0.000
11.500
213.11
15.69
212.90
0.000
11.583
214.37
15.72
214.16
0.000
11.667
215.66
15.75
215.44
0.000
11.750
216.92
15.78
216.71
0.000
11.833
218.26
15.80
218.04
0.000
11.917
219.63
15.83
219.41
0.000
12.000
221.05
15.87
220.81
0.000
12.083
222.33
15.89
222.12
0.000
12.167
223.17
15.91
223.03
0.000
12.250
223.20
15.91
223.20
0.000
12.333
222.24
15.89
222.40
0.000
12.417
221.08
15.87
221.27
0.000
12.500
220.23
15.85
220.37
0.000
12.583
219.89
15.84
219.94
0.000
12.667
219.98
15.84
219.96
0.000
12.750
220.40
15.85
220.33
0.000
12.833
221.08
15.87
220.96
0.000
12.917
221.96
15.88
221.81
0.000
13.000
223.02
15.91
222.85
0.000
13.083
224.23
15.93
224.03
0.000
13.167
225.58
15.96
225.36
0.000
13.250
227.07
16.00
226.83
0.000
13.333
228.72
16.03
228.45
0.000
13.417
230.50
16.07
230.21
0.000
13.500
232.43
16.11
232.12
0.000
13.583
234.49
16.16
234.16
0.000
13.667
236.70
16.21
236.35
0.000
13.750
239.00
16.26
238.64
0.000
13.833
241.40
16.31
241.02
0.000
13.917
243.86
16.36
243.47
0.000
14.000
246.45
16.42
246.05
0.000
14.083
249.28
16.47
248.80
0.000
14.167
252.55
16.51
251.97
0.000
14.250
256.43
16.57
255.75
0.000
14.333
261.05
16.64
260.24
0.000
14.417
265.96
16.71
265.11
0.000
14.500
270.96
16.78
270.10
0.000
14.583
275.93
16.85
275.08
0.000
14.667
281.00
16.93
280.14
0.000
14.750
286.26
17.00
285.38
0.000
14.833
291.79
17.08
290.88
0.000
14.917
297.44
17.17
296.52
0.000
15.000
303.58
17.26
302.59
0.000
15.083
310.17
17.36
309.12
0.000
15.167
317.32
17.47
316.20
0.000
15.250
325.00
17.58
323.81
0.000
15.333
333.47
17.69
332.12
0.000
15.417
342.05
17.79
340.63
0.000
15.500
349.12
17.87
347.96
0.000
15.583
353.09
17.92
352.44
0.000
15.667
353.62
17.92
353.53
0.000
15.750
355.67
17.95
355.34
0.000
15.833
362.79
18.03
361.64
0.000
15.917
377.46
18.21
375.18
0.000
16.000
404.43
18.57
400.52
0.000
16.083
463.91
19.24
455.16
0.000
16.167
573.54
20.14
557.16
0.000
16.250
717.26
21.00
695.95
0.000
16.333
821.15
21.29
804.63
0.000
16.417
817.31
21.29
817.94
0.000
16.500
788.37
21.23
793.12
0.000
16.583
739.72
21.10
747.48
0.000
16.667
646.38
20.65
660.44
0.000
16.750
574.97
20.15
585.40
0.000
16.833
541.76
19.85
546.41
0.000
16.917
515.51
19.66
519.53
0.000
17.000
495.99
19.53
499.07
0.000
17.083
480.72
19.39
483.00
0.000
17.167
467.47
19.27
469.47
0.000
17.250
454.52
19.16
456.49
0.000
17.333
442.02
19.02
443.83
0.000
17.417
430.69
18.89
432.35
0.000
17.500
420.94
18.78
422.38
0.000
17.583
412.65
18.68
413.89
0.000
17.667
404.71
18.58
405.83
0.000
17.750
396.80
18.47
397.93
0.000
17.833
389.31
18.37
390.40
0.000
17.917
382.03
18.27
383.10
0.000
18.000
374.96
18.17
376.00
0.000
18.083
368.13
18.09
369.19
0.000
18.167
361.77
18.01
362.79
0.000
18.250
356.71
17.96
357.52
0.000
18.333
352.60
17.91
353.26
0.000
18.417
348.42
17.86
349.10
0.000
18.500
343.81
17.81
344.57
0.000
18.583
338.99
17.76
339.78
0.000
18.667
333.95
17.70
334.79
0.000
18.750
328.86
17.64
329.69
0.000
18.833
323.84
17.56
324.62
0.000
18.917
318.83
17.49
319.61
0.000
19.000
313.64
17.41
314.45
0.000
19.083
308.30
17.33
309.15
0.000
19.167
302.93
17.25
303.79
0.000
19.250
297.61
17.17
298.47
0.000
19.333
292.41
17.09
293.26
0.000
19.417
287.33
17.02
288.17
0.000
19.500
282.45
16.95
283.27
0.000
19.583
277.78
16.88
278.57
0.000
19.667
273.27
16.81
274.04
0.000
19.750
268.73
16.75
269.51
0.000
19.833
264.42
16.69
265.17
0.000
19.917
260.16
16.62
260.90
0.000
20.000
255.89
16.56
256.64
0.000
20.083
251.71
16.50
252.45
0.000
20.167
247.62
16.44
248.34
0.000
20.250
243.70
16.36
244.30
0.000
20.333
239.97
16.28
240.55
0.000
20.417
236.38
16.20
236.95
0.000
20.500
232.92
16.12
233.47
0.000
20.583
229.60
16.05
230.13
0.000
20.667
226.43
15.98
226.95
0.000
20.750
223.37
15.92
223.87
0.000
20.833
220.40
15.85
220.89
0.000
20.917
217.53
15.79
218.01
0.000
21.000
214.77
15.73
215.23
0.000
21.083
212.10
15.67
212.55
0.000
21.167
209.49
15.61
209.93
0.000
21.250
206.65
15.55
207.13
0.000
21.333
203.78
15.49
204.26
0.000
21.417
201.01
15.42
201.48
0.000
21.500
198.36
15.36
198.81
0.000
21.583
195.83
15.30
196.26
0.000
21.667
193.41
15.24
193.83
0.000
21.750
191.11
15.19
191.51
0.000
21.833
188.91
15.13
189.29
0.000
21.917
186.80
15.09
187.17
0.000
22.000
184.79
15.04
185.14
0.000
22.083
182.85
14.99
183.20
0.000
22.167
181.00
14.95
181.33
0.000
22.250
179.23
14.91
179.55
0.000
22.333
177.53
14.87
177.84
0.000
22.417
175.90
14.83
176.20
0.000
22.500
174.31
14.79
174.60
0.000
22.583
172.80
14.76
173.08
0.000
22.667
171.35
14.72
171.62
0.000
22.750
169.95
14.69
170.21
0.000
22.833
168.61
14.66
168.86
0.000
22.917
167.31
14.63
167.55
0.000
23.000
166.05
14.60
166.28
0.000
23.083
164.82
14.57
165.05
0.000
23.167
163.62
14.53
163.82
0.000
23.250
162.46
14.50
162.66
0.000
23.333
161.36
14.46
161.55
0.000
23.417
160.30
14.43
160.48
0.000
23.500
159.26
14.40
159.45
0.000
23.583
158.26
14.37
158.44
0.000
23.667
157.29
14.34
157.46
0.000
23.750
156.34
14.32
156.51
0.000
23.833
155.42
14.29
155.58
0.000
23.917
154.53
14.26
154.69
0.000
24.000
153.65
14.24
153.81
0.000
****************************************************************************
FLOW PROCESS FROM NODE 70.00 TO NODE 70.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 49.300 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.186 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE T00 LARGE FOR PEAK FLOW ESTIMATES.
VALLEY(DEVELOPED):
"S" -CURVE PERCENTAGE(DECIMAL
NOTATION)
= 0.680
FOOTHILL "S" -CURVE PERCENTAGE(DECIMAL
NOTATION)
= 0.320
MOUNTAIN "S" -CURVE PERCENTAGE(DECIMAL
NOTATION)
= 0.000
VALLEY(UNDEVELOPED)/DESERT:
1 -HOUR RAINFALL(INCH) =
1.27
"S" -CURVE PERCENTAGE(DECIMAL
NOTATION)
= 0.000
DESERT(UNDEVELOPED) "S" -CURVE PERCENTAGE(DECIMAL
NOTATION) = 0.000
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR)
= 0.131
3.39
LOW LOSS FRACTION = 0.119
PEAK
24-HOUR RAINFALL(INCH) =
*HYDROGRAPH MODEL #1 SPECIFIED*
7
96.930
SPECIFIED
PEAK
5 -MINUTES RAINFALL(INCH)=
0.47
SPECIFIED
PEAK
30 -MINUTES RAINFALL(INCH)=
0.96
SPECIFIED
PEAK
1 -HOUR RAINFALL(INCH) =
1.27
SPECIFIED
PEAK
3 -HOUR RAINFALL(INCH) =
2.34
SPECIFIED
PEAK
6 -HOUR RAINFALL(INCH) =
3.39
SPECIFIED
PEAK
24-HOUR RAINFALL(INCH) =
8.00
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 44.707
UNIT HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
3.620
21.583
2
22.293
111.333
3
57.665
210.893
4
80.784
137.841
5
90.694
59.085
6
94.976
25.532
7
96.930
11.649
8
98.233
7.767
9
98.985
4.488
10
99.379
2.346
11
99.458
0.475
12
99.532
0.441
13
99.606
0.441
14
99.680
0.441
15
99.754
0.441
16
99.828
0.441
17
99.902
0.441
18
99.976
0.441
19
100.000
0.141
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0020
0.0151
2
0.0172
0.0020
0.0151
3
0.0172
0.0021
0.0152
4
0.0173
0.0021
0.0152
5
0.0173
0.0021
0.0152
6
0.0173
0.0021
0.0153
7
0.0174
0.0021
0.0153
8
0.0174
0.0021
0.0153
9
0.0175
0.0021
0.0154
10
0.0175
0.0021
0.0154
11
0.0175
0.0021
0.0154
12
0.0175
0.0021
0.0155
13
0.0176
0.0021
0.0155
14
0.0176
0.0021
0.0155
15
0.0177
0.0021
0.0156
16
0.0177
0.0021
0.0156
17
0.0177
0.0021
0.0156
18
0.0178
0.0021
0.0157
19
0.0178
0.0021
0.0157
20
0.0179
0.0021
0.0157
21
0.0179
0.0021
0.0158
22
0.0179
0.0021
0.0158
23
0.0180
0.0021
0.0158
24
0.0180
0.0021
0.0159
25
0.0181
0.0022
0.0159
26
0.0181
0.0022
0.0159
27
0.0182
0.0022
0.0160
28
0.0182
0.0022
0.0160
29
0.0182
0.0022
0.0161
30
0.0183
0.0022
0.0161
31
0.0183
0.0022
0.0161
32
0.0184
0.0022
0.0162
33
0.0184
0.0022
0.0162
34
0.0184
0.0022
0.0162
35
0.0185
0.0022
0.0163
36
0.0185
0.0022
0.0163
37
0.0186
0.0022
0.0164
38
0.0186
0.0022
0.0164
39
0.0187
0.0022
0.0165
40
0.0187
0.0022
0.0165
41
0.0188
0.0022
0.0165
42
0.0188
0.0022
0.0166
43
0.0189•
0.0022
0.0166
44
0.0189
0.0022
0.0167
45
0.0190
0.0023
0.0167
46
0.0190
0.0023
0.0167
47
0.0191
0.0023
0.0168
48
0.0191
0.0023
0.0168
49
0.0192
0.0023
0.0169
50
0.0192
0.0023
0.0169
51
0.0193
0.0023
0.0170
52
0.0193
0.0023
0.0170
53
0.0194
0.0023
0.0171
54
0.0194
0.0023
0.0171
55
0.0195
0.0023
0.0172
56
0.0195
0.0023
0.0172
57
0.0196
0.0023
0.0173
58
0.0196
0.0023
0.0173
59
0.0197
0.0023
0.0174
60
0.0197
0.0023
0.0174
61
0.0198
0.0024
0.0175
62
0.0199
0.0024
0.0175
63
0.0199
0.0024
0.0176
64
0.0200
0.0024
0.0176
65
0.0200
0.0024
0.0177
66
0.0201
0.0024
0.0177
67
0.0202
0.0024
0.0178
68
0.0202
0.0024
0.0178
69
0.0203
0.0024
0.0179
70
0.0203
0.0024
0.0179
71
0.0204
0.0024
0.0180
72
0.0205
0.0024
0.0180
73
0.0206
0.0024
0.0181
74
0.0206
0.0025
0.0181
75
0.0207
0.0025
0.0182
76
0.0207
0.0025
0.0183
77
0.0208
0.0025
0.0183
78
0.0209
0.0025
0.0184
79
0.0210
0.0025
0.0185
80
0.0210
0.0025
0.0185
81
0.0211
0.0025
0.0186
82
0.0211
0.0025
0.0186
83
0.0212
0.0025
0.0187
84
0.0213
0.0025
0.0188
85
0.0214
0.0025
0.0189
86
0.0214
0.0026
0.0189
87
0.0216
0.0026
0.0190
88
0.0216
0.0026
0.0190
89
0.0217
0.0026
0.0191
90
0.0218
0.0026
0.0192
91
0.0219
0.0026
0.0193
92
0.0219
0.0026
0.0193
93
0.0220
0.0026
0.0194
94
0.0221
0.0026
0.0195
95
0.0222
0.0026
0.0196
96
0.0223
0.0026
0.0196
97
0.0224
0.0027
0.0197
98
0.0224
0.0027
0.0198
99
0.0226
0.0027
0.0199
100
0.0226
0.0027
0.0199
101
0.0228
0.0027
0.0200
102
0.0228
0.0027
0.0201
103
0.0229
0.0027
0.0202
104
0.0230
0.0027
0.0203
105
0.0231
0.0028
0.0204
106
0.0232
0.0028
0.0204
107
0.0233
0.0028
0.0206
108
0.0234
0.0028
0.0206
109
0.0236
0.0028
0.0208
110
0.0236
0.0028
0.0208
111
0.0238
0.0028
0.0209
112
0.0239
0.0028
0.0210
113
0.0240
0.0029
0.0211
114
0.0241
0.0029
0.0212
115
0.0242
0.0029
0.0214
116
0.0243
0.0029
0.0214
117
0.0245
0.0029
0.0216
118
0.0246
0.0029
0.0216
119
0.0247
0.0029
0.0218
120
0.0248
0.0030
0.0219
121
0.0250
0.0030
0.0220
122
0.0251
0.0030
0.0221
123
0.0253
0.0030
0.0223
124
0.0254
0.0030
0.0223
125
0.0255
0.0030
0.0225
126
0.0256
0.0031
0.0226
127
0.0258
0.0031
0.0228
128
0.0259
0.0031
0.0229
129
0.0261
0.0031
0.0230
130
0.0263
0.0031
0.0231
131
0.0265
0.0031
0.0233
132
0.0266
0.0032
0.0234
133
0.0268
0.0032
0.0236
134
0.0269
0.0032
0.0237
135
0.0272
0.0032
0.0239
136
0.0273
0.0032
0.0240
137
0.0275
0.0033
0.0242
138
0.0277
0.0033
0.0244
139
0.0279
0.0033
0.0246
140
0.0280
0.0033
0.0247
141
0.0283
0.0034
0.0249
142
0.0285
0.0034
0.0251
143
0.0287
0.0034
0.0253
144
0.0289
0.0034
0.0255
145
0.0256
0.0030
0.0225
146
0.0257
0.0031
0.0227
147
0.0261
0.0031
0.0230
148
0.0263
0.0031
0.0231
149
0.0266
0.0032
0.0234
150
0.0268
0.0032
0.0236
151
0.0272
0.0032
0.0240
152
0.0274
0.0033
0.0241
153
0.0278
0.0033
0.0245
154
0.0280
0.0033
0.0247
155
0.0285
0.0034
0.0251
156
0.0287
0.0034
0.0253
157
0.0292
0.0035
0.0257
158
0.0295
0.0035
0.0260
159
0.0300
0.0036
0.0264
160
0.0303
0.0036
0.0267
161
0.0308
0.0037
0.0272
162
0.0311
0.0037
0.0274
163
0.0318
0.0038
0.0280
164
0.0321
0.0038
0.0283
165
0.0328
0.0039
0.0289
166
0.0332
0.0039
0.0292
167
0.0340
0.0040
0.0299
168
0.0344
0.0041
0.0303
169
0.0371
0.0044
0.0327
170
0.0376
0.0045
0.0331
171
0.0386
0.0046
0.0340
172
0.0391
0.0047
0.0344
173
0.0402
0.0048
0.0354
174
0.0408
0.0049
0.0359
175
0.0421
0.0050
0.0371
176
0.0428
0.0051
0.0377
177
0.0443
0.0053
0.0391
178
0.0452
0.0054
0.0398
179
0.0470
0.0056
0.0414
180
0.0480
0.0057
0.0423
181
0.0503
0.0060
0.0443
182
0.0516
0.0061
0.0455
183
0.0546
0.0065
0.0481
184
0.0563
0.0067
0.0496
185
0.0426
0.0051
0.0375
186
0.0450
0.0054
0.0397
187
0.0511
0.0061
0.0450
188
0.0551
0.0066
0.0486
189
0.0665
0.0079
0.0586
190
0.0751
0.0089
0.0661
191
0.1072
0.0109
0.0963
192
0.1476
0.0109
0.1367
193
0.4611
0.0109
0.4502
194
0.0873
0.0104
0.0769
195
0.0600
0.0071
0.0529
196
0.0478
0.0057
0.0421
197
0.0582
0.0069
0.0512
198
0.0530
0.0063
0.0467
199
0.0491
0.0058
0.0433
200
0.0461
0.0055
0.0406
201
0.0435
0.0052
0.0384
202
0.0414
0.0049
0.0365
203
0.0396
0.0047
0.0349
204
0.0381
0.0045
0.0335
205
0.0348
0.0041
0.0307
206
0.0336
0.0040
0.0296
207
0.0325
0.0039
0.0286
208
0.0315
0.0037
0.0277
209
0.0306
0.0036
0.0269
210
0.0297
0.0035
0.0262
211
0.0290
0.0034
0.0255
212
0.0283
0.0034
0.0249
213
0.0276
0.0033
0.0243
214
0.0270
0.0032
0.0238
215
0.0264
0.0031
0.0233
216
0.0259
0.0031
0.0228
217
0.0290
0.0035
0.0256
218
0.0286
0.0034
0.0252
219
0.0282
0.0034
0.0248
220
0.0278
0.0033
0.0245
221
0.0274
0.0033
0.0241
222
0.0270
0.0032
0.0238
223
0.0267
0.0032
0.0235
224
0.0264
0.0031
0.0232
225
0.0260
0.0031
0.0229
226
0.0257
0.0031
0.0227
227
0.0255
0.0030
0.0224
228
0.0252
0.0030
0.0222
229
0.0249
0.0030
0.0219
230
0.0246
0.0029
0.0217
231
0.0244
0.0029
0.0215
232
0.0242
0.0029
0.0213
233
0.0239
0.0028
0.0211
234
0.0237
0.0028
0.0209
235
0.0235
0.0028
0.0207
236
0.0233
0.0028
0.0205
237
0.0231
0.0027
0.0203
238
0.0229
0.0027
0.0202
239
0.0227
0.0027
0.0200
240
0.0225
0.0027
0.0198
241
0.0223
0.0027
0.0197
242
0.0222
0.0026
0.0195
243
0.0220
0.0026
0.0194
244
0.0218
0.0026
0.0192
245
0.0217
0.0026
0.0191
246
0.0215
0.0026
0.0189
247
0.0213
0.0025
0.0188
248
0.0212
0.0025
0.0187
249
0.0211
0.0025
0.0185
250
0.0209
0.0025
0.0184
251
0.0208
0.0025
0.0183
252
0.0206
0.0025
0.0182
253
0.0205
0.0024
0.0181
254
0.0204
0.0024
0.0180
255
0.0203
0.0024
0.0178
256
0.0201
0.0024
0.0177
257
0.0200
0.0024
0.0176
258
0.0199
0.0024
0.0175
259
0.0198
0.0024
0.0174
260
0.0197
0.0023
0.0173
261
0.0196
0.0023
0.0172
262
0.0194
0.0023
0.0171
263
0.0193
0.0023
0.0170
264
0.0192
0.0023
0.0169
265
0.0191
0.0023
0.0169
266
0.0190
0.0023
0.0168
267
0.0189
0.0023
0.0167
268
0.0188
0.0022
0.0166
269
0.0187
0.0022
0.0165
270
0.0186
0.0022
0.0164
271
0.0186
0.0022
0.0163
272
0.0185
0.0022
0.0163
273
0.0184
0.0022
0.0162
274
0.0183
0.0022
0.0161
275
0.0182
0.0022
0.0160
276
0.0181
0.0022
0.0160
277
0.0180
0.0021
0.0159
278
0.0180
0.0021
0.0158
279
0.0179
0.0021
0.0158
280
0.0178
0.0021
0.0157
281
0.0177
0.0021
0.0156
282
0.0176
0.0021
0.0155
283
0.0176
0.0021
0.0155
284
0.0175
0.0021
0.0154
285
0.0174
0.0021
0.0154
286
0.0174
0.0021
0.0153
287
0.0173
0.0021
0.0152
288
0.0172
0.0020
0.0152
TOTAL STORM RAINFALL(INCHES) = 7.99
TOTAL SOIL-LOSS(INCHES) = 0.90
TOTAL EFFECTIVE RAINFALL(INCHES) = 7.09
----------------------------------------------------------------------------
TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 3.6918
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 29.1270
----------------------------------------------------------------------------
2 4- H O U R S T 0 R M
R U N O F F H Y D R 0 G R A P H
HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is at END of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0. 50.0 100.0 150.0 200.0
0.083
0.0022
0.33
Q
0.167
0.0161
2.01
Q
0.250
0.0519
5.20
VQ
0.333
0.1022
7.30
VQ
0.417
0.1587
8.21
VQ ,
0.500
0.2180
8.61
VQ
0.583
0.2786
8.80
VQ
0,667
0.3402
8.94
VQ
0.750
0.4023
9.02
VQ ,
0.833
0.4648
9.08
VQ ,
0.917
0.5275
9.10
VQ ,
1.000
0.5904
9.13
VQ ,
1,083
0.6535
9.16
VQ ,
1.167
0.7167
9.18
VQ ,
1.250
0.7801
9.21
Q ,
1.333
0.8437
9.23
,Q ,
1.417
0.9075
9.26
Q ,
1.500
0.9714
9.29
.Q ,
1.583
1.0355
9.31
.Q ,
1.667
1.0998
9.33
.Q ,
1.750
1.1642
9.35
.Q ,
1.833
1.2287
9.37
Q ,
1.917
1,2934
9.39
.Q ,
2.000
1.3582
9.41
.Q ,
2.083
1.4232
9.43
.Q ,
2.167
1.4883
9.45
.QV ,
2.250
1.5535
9.48
.QV ,
2.333
1,6189
9.50
,QV ,
2.417
1.6845
9.52
.QV ,
2.500
1.7502
9.54
.QV ,
2.583
1.8160
9.56
.QV ,
2.667
1.8820
9.58
.QV ,
2.750
1.9482
9.61
QV ,
2.833
2.0145
9.63
.QV ,
2.917
2.0810
9.65
.QV ,
3.000
2.1477
9.68
.QV ,
3.083
2.2145
9.70
,Q V ,
3.167
2.2814
9.72
.Q V ,
3.250
2.3485
9.75
.Q V ,
3.333
2.4158
9.77
,Q V ,
3.417
2.4833
9.79
.Q V ,
3.500
2.5509
9.82
.Q V ,
3.583
2.6187
9.84
.Q V ,
3.667
2.6866
9.87
.Q V
3.750
2.7548
9.89
Q V ,
3.833
2.8231
9.92
Q
V
3.917
2.8916
9.94
Q
V
4.000
2.9602
9.97
Q
V
4.083
3.0291
10.00
Q
V
4.167
3.0981
10.02
Q
V
4.250
3.1673
10.05
Q
V
4.333
3.2367
10.07
Q
V
4.417
3.3062
10.10
Q
V
4.500
3.3760
10.13
Q
V
4.583
3.4459
10.16
Q
V
4.667
3.5161
10.18
Q
V
4.750
3.5864
10.21
Q
V
4.833
3.6569
10.24
Q
V
4.917
3.7276
10.27
Q
V
5.000
3.7986
10.30
Q
V
5.083
3.8697
10.33
Q
V
5.167
3.9410
10.36
Q
V
5.250
4.0125
10.39
Q
V
5.333
4.0843
10.42
Q
V
5.417
4.1562
10.45
Q
V
5.500
4.2284
10.48
Q
V
5.583
4.3007
10.51
Q
V
5.667
4.3733
10.54
Q
V
5.750
4.4461
10.57
Q
V
5.833
4.5192
10.60
Q
V
5.917
4.5924
10.64
Q
V
6.000
4.6659
10.67
Q
V
6.083
4.7396
10.70
Q
V
6.167
4.8135
10.74
Q
V
6.250
4.8877
10.77
Q
V
6.333
4.9621
10.80
Q
V
6.417
5.0368
10.84
Q
V
6.500
5.1117
10.87
Q
V
6.583
5.1868
10.91
Q
V
6.667
5.2622
10.95
Q
V
6.750
5.3378
10.98
Q
V
6.833
5.4137
11.02
Q
V
6.917
5.4898
11.06
Q
V
7.000
5.5662
11.09
Q
V
7.083
5.6429
11.13
Q
V
7.167
5.7198
11.17
Q
V
7.250
5.7970
11.21
Q
V
7.333
5.8745
11.25
Q
V .
7.417
5.9523
11.29
Q
V .
7.500
6.0303
11.33
Q
V .
7.583
6.1086
11.37
Q
V .
7,667
6.1872
11.41
Q
V .
7.750
6.2661
11.46
Q
V .
7.833
6.3453
11.50
Q
V .
7.917
6.4248
11.54
Q
V .
8.000
6.5046
11.59
Q
V .
8.083
6.5847
11.63
Q
V.
8.167
6.6652
11.68
Q
V.
8.250
6.7459
11.72
Q
V.
8.333
6.8270
11.77
Q
V.
8.417
6.9084
11.82
Q
V.
8.500
6.9901
11.87
Q
V.
8.583
7.0721
11.92
Q
V.
8.667
7.1545
11.96
Q
V.
8.750
7.2373
12.02
Q
V.
8.833
7.3204
12.07
Q
V
8.917
7.4038
12.12
Q
V
9.000
7.4877
12.17
Q
V
9.083
7.5718
12.22
Q
V
9.167
7.6564
12.28
Q
V
9.250
7,7413
12.33
Q
V
9.333
7.8267
12.39
Q
V
9.417
7.9124
12.45
Q
V
9.500
7.9985
12.51
Q
V
9.583
8.0851
12.57
Q
V
9.667
8.1720
12.62
Q
V
9.750
8.2594
12.69
Q
v
9.833
8.3472
12.75
Q
V
9.917
8.4354
12.81
Q
V
10.000
8.5241
12.88
Q
V
10.083
8.6132
12.94
Q
V
10.167
8.7028
13.01
Q
V
10.250
8.7929
13.08
Q
V
10.333
8.8834
13.15
Q
V
10.417
8.9745
13.22
Q
V
10.500
9.0660
13.29
Q
V
10.583
9.1581
13.37
Q
V
10.667
9.2506
13.44
Q
V
10.750
9.3437
13.52
Q
V
10.833
9.4374
13.60
Q
V
10.917
9.5315
13.68
Q
V
11.000
9.6263
13.76
Q
V
11.083
9.7216
13.84
Q
V
11.167
9.8175
13.93
Q
V
11.250
9.9141
14.02
Q
V
11.333
10.0112
14.10
Q
V
11.417
10.1090
14.20
Q
V
11.500
10.2074
14.29
Q
V
1.1.583
10.3065
14.39
Q
V
11.667
10.4062
14.48
Q
V
11.750
10.5067
14.59
Q
V
11.833
10.6079
14.69
Q
V
11.917
10.7098
14.80
Q
V
12.000
10.8124
14.91
Q
V
12.083
10.9154
14.95
Q
V
12.167
11.0167
14.71
Q
V
12.250
11.1142
14.15
Q
V
12.333
11.2095
13.84
Q
V
12.417
11.3044
13,78
Q
V
12.500
11.3996
13.83
Q
V
12.583
11.4956
13.94
Q
V
12.667
11.5924
14.06
Q
V
12.750
11.6902
14.20
Q
V
12.833
11.7890
14.34
Q
V
12.917
11.8889
14.51
Q
V
13.000
11.9899
14.67
Q
V
13.083
12.0922
14.85
Q
V
13.167
12.1956
15.02
Q
V
13.250
12.3004
15.21
Q
V
13.333
12.4065
15.40
Q
V
13.417
12.5140
15.61
Q
V
,
13.500
12.6229
15.82
Q
V
,
13.583
12.7334
16.04
Q
V
13.667
12.8455
16.27
Q
V
13.750
12.9593
16.52
Q
V
13.833
13.0748
16.78
Q
V
13.917
13.1922
17.05
Q
V .
14.000
13.3116
17.33
Q
V .
14.083
'13.4333
17.67
Q
V .
14.167
13.5584
18.16
Q
V _
14.250
13.6882
18.85
Q
V .
14.333
13.8220
19.43
Q
V ,
14.417
13.9590
19.90
Q
V.
14.500
14.0991
20.34
Q
V.
14.583
14.2423
20.79
Q
V.
14.667
14,3887
21.26
Q
V.
14.750
14.5386
21.77
Q
V.
14.833
14.6922
22.30
Q
V
14.917
14.8498
22.89
Q
V
15.000
15.0118
23.52
Q
V
15.083
15.1786
24.23
Q
V
15.167
15.3507
24.99
Q
v
15.250
15.5289
25.87
Q
V
15.333
15.7137
26.83
Q
V
15.417
15.9039
27.62
Q
V
15.500
16.0909
27.15
Q
V
15.583
16.2657
25.39
Q
V
15.667
16.4382
25.04
Q
V
15.750
16.6204
26.46
Q
V
15.833
16.8208
29.09
Q
V
15.917
17.0511
33.45
Q
V
16.000
17.3331
40.95
Q
V
16.083
17.7485
60.32
Q
V
16.167
18.4415
100.62
Q
V
16.250
19.3532
132.38
Q
16.333
20.0234
97.31
Q.
V
16.417
20.4353
59.81
.Q
V
16.500
20.7235
41.85
Q
V
16.583
20.9639
34.90
Q
V .
16.667
21.1833
31.86
Q
V.
16.750
21.3815
28.78
Q
V.
16.833
21.5619
26.20
Q
V.
16.917
21.7274
24.03
Q
V.
17.000
21.8844
22.80
Q
V
17.083
22.0341
21.73
Q
V
17.167
22.1763
20.65
Q
V
17.250
22.3106
19.50
Q
V
17.333
22.4385
18.56
Q
V
17,417
22.5611
17.81
Q
V
17.500
22.6794
17.17
Q
V
17.583
22.7931
16.51
Q
V
17.667
22.9030
15.96
Q
v
17.750
23.0099
15.52
Q
V
17.833
23.1140
15.12
Q
V
17.917
23.2157
14.76
Q
V
18.000
23.3149
14.42
Q
V
18.083
23.4125
14.17
Q
v
18.167
23.5105
14.23
Q
v
18.250
23.6113
14.64
Q
v
18.333
23.7134
14.83
Q
v
18.417
23.8152
14.78
Q
v
18.500
23.9161
14.64
Q
v
18.583
24.0157
14.47
Q
V
18.667
24.1142
14.30
Q
v
18.750
24.2114
14.12
Q
v
18.833
24.3075
13.95
Q
v
18.917
24.4024
13.78
Q
v
19.000
24.4962
13.62
Q
v
19.083
24.5889
13.46
Q
v
19.167
24.6806
13.31
Q
v
19.250
24.7712
13.17
Q
v
19.333
24.8610
13.03
Q
v
19.417
24.9498
12.90
Q
v
19.500
25.0378
12.77
Q
v
19.583
25.1249
12.65
Q
v
19.667
25.2111
12.53
Q
v
19.750
25.2966
12.41
Q
v
19.833
25.3813
12.30
Q
v
19.917
25.4652
12.19
Q
v
20.000
25,5485
12.08
Q
v
20.083
25.6310
11.98
Q
v
20.167
25.7128
11.88
Q
v
20.250
25.7940
11.79
Q
v
20.333
25.8745
11.69
Q
v
i 20.417
25.9544
11.60
Q
v
20.500
26.0337
11.51
Q
v
20.583
26.1124
11.43
Q
v
20.667
26.1905
11.34
Q
v
20.750
26.2681
11.26
Q
v
20.833
26.3451
11.18
Q
v
20.917
26.4216
11.11
Q
v
21.000
26.4976
11.03
Q
v
21.083
26.5731
10.96
Q
v
21.167
26.6480
10.89
Q
v
21.250
26.7225
10.81
Q
v
21.333
26.7965
10.75
Q
v
21.417
26.8701
10.68
Q
v
21.500
26.9432
10.61
Q
v
21.583
27.0158
10.55
Q
v
21.667
27.0880
10.49
Q
v
21.750
27.1598
10.43
Q
v
21.833
27.2312
10.37
Q
v
21.917
27.3022
10.31
Q
v
22.000
27.3728
10.25
Q
v
22.083
27.4430
10.19
Q
v
22.167
27.5128
10.14
Q
v
22.250
27.5822
10.08
Q
v
22.333
27.6513
10.03
Q
v
22.417
27.7200
9.98
.Q
v ,
22.500
27.7884
9.93
.Q
v ,
22.583
27.8564
9.88
.Q
v .
22.667
27.9241
9.83
.Q
v .
22.750
27.9914
9.78
.Q
v
22.833
28.0584
9.73
Q
V
22.917
28.1251
9.68
.Q
V
23.000
28.1915
9.64
Q
V .
23.083
28.2575
9.59
Q
V
23.167
28.3233
9.55
.Q
V ,
23.250
28.3887
9.50
Q
V ,
23.333
28.4539
9.46
.Q
V.
23.417
28.5187
9.42
.Q
V.
23.500
28.5833
9.38
.Q
V.
23.583
28.6476
9.33
Q
V.
23.667
28.7116
9.29
.Q
V.
23.750
28.7753
9.25
Q
V.
23.833
28.8388
9.22
.Q
V.
23.917
28.9020
9.18
Q
V.
24.000
28.9649
9.14
Q
V.
24.083
29.0254
8.78
Q
V.
24.167
29.0740
7,06
.Q
V.
24.250
29.1005
3.84
Q
V.
24.333
29.1125
1.75
Q
V.
24.417
29.1183
0.85
Q
V.
24.500
29.1215
0.46
Q
V.
24.583
29.1234
0.28
Q
V.
24.667
29.1245
0.16
Q
V.
24.750
29.1251
0.09
Q
V.
24.833
29.1255
0.06
Q
V.
24.917
29.1259
0.05
Q
V.
25.000
29.1262
0.04
Q
V.
25.083
29.1264
0.04
Q
V.
25.167
29.1266
0.03
Q
V.
25.250
29.1268
0.02
Q
V.
25.333
29.1269
0.02
Q
V.
25.417
29.1269
0.01
Q
V.
FLOW PROCESS FROM NODE 70.00 TO NODE 70.00 IS CODE = 11
----------------------------------------------------------------------------
»»>VIEW STREAM NUMBER 1 HYDROGRAPH««<
STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is
at END of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0.
250.0 500.0 750.0 1000.0
0.083
0.0022
0.33
Q
,
0.167
0.0161
2.01
Q
,
0.250
0.0519
5.20
Q
,
0.333
0.1022
7.30
Q
,
0.417
0,1844
11.93
Q
,
0.500
0.5884
58.67
V
Q ,
0.583
1.0152
61.97
V
Q ,
0.667
1.4425
62.05
V
Q ,
0.750
1.8800
63.51
V
Q ,
0.833
2.3423
67.13
V
Q .
0.917
2.7945
65.66
V
Q ,
1.000
3.2463
65.60
V
Q
1.083
3.7027
66.27
V Q
,
1.167
4.1641
66.99
V Q
,
1.250
4.6337
68.19
V Q
,
1.333
5.1040
68.29
V Q
,
1.417
5.5722
67.97
V Q
_
1.500
6.0452
68.69
V Q
,
1.583
6.5909
79.23
V Q
,
1.667
7.2535
96.20
V Q
,
1.750
7.9689
103.87
V
Q
1.833
8.7264
109.99
V
,
Q ,
1.917
9.5309
116.81
V
Q ,
2.000
10.3788
123.12
V
Q ,
2.083
11.2585
127.73
V
Q ,
2.167
12.1592
130.78
V
Q ,
2.250
13.0771
133.29
.V
Q ,
2.333
14.0101
135.46
V
Q ,
2.417
14.9568
137.47
.V
Q
2.500
15.9169
139.40
.V
,
Q ,
2.583
16.8895
141.23
.V
Q ,
2.667
17.8731
142.81
.V
Q ,
2.750
18.8666
144.26
.V
Q ,
2.833
19.8699
145.68
.V
Q ,
2.917
20.8826
147.05
.V
Q ,
3.000
21.9042
148.34
.V
Q ,
3.083
22.9342
149.55
.V
Q ,
3.167
23.9722
150.71
.V
Q ,
3.250
25.0176
151.80
V
Q ,
3.333
26.0701
152.83
V
Q ,
3.417
27.1295
153.82
V
Q ,
3.500
28.1951
154.73
V
Q
3.583
29.2669
155.62
V
,
Q ,
3.667
30.3445
156.48
V
Q ,
3.750
31.4279
157.30
V
Q ,
3.833
32.5167
158.09
V
Q ,
3.917
33.6107
158.85
V
Q ,
4.000
34.7098
159.59
V
Q ,
4.083
35.8138
160.31
V
Q ,
4.167
36.9226
161.00
V
Q ,
4.250
38.0361
161.67
V
Q ,
4.333
39.1541
162.33
V
Q ,
4.417
40.2765
162.97
V
Q
4.500
41.4032
163.60
V
Q ,
4.583
42.5342
164.22
V
Q
4.667
43.6693
164.82
V
,
Q
4.750
44.8085
165.41
V
,
Q ,
4.833
45.9517
166.00
V
Q ,
4.917
47.0989
166.57
V
Q ,
5.000
48.2501
167.15
V
Q ,
5.083
49.4051
167.71
V
Q ,
5.167
50.5639
168.26
V
Q ,
5.250
51.7264
168.80
V
Q ,
5.333
52.8926
169.33
V
Q ,
5.417
54.0625
169.86
V
Q ,
5.500
55.2360
170.39
V
Q ,
5.583
56.4131
170.92
V
Q
5.667
57.5940
171.46
V
,
Q ,
5.750
58.7785
171.99
V
Q ,
5.833
59.9667
172.52
V Q ,
5.917
61.1585
173.06
VQ ,
6.000
62.3541
173.60
VQ ,
6.083
63.5534
174.14
VQ ,
6.167
64.7565
174.68
VQ ,
6.250
65.9633
175.23
V Q ,
6.333
67.1739
175.78
V Q ,
6.417
68.3883
176.33
V Q ,
6.500
69.6065
176.88
V Q ,
6.583
70.8286
177.45
V Q ,
6.667
72.0546
178.01
V Q ,
6.750
73.2845
178.59
VQ ,
6.833
74.5184
179.16
VQ ,
6.917
75.7563
179.74
VQ ,
7.000
76.9983
180.33
VQ ,
7.083
78.2443
180.92
VQ ,
7.167
79.4945
181.52
VQ .
7.250
80.7488
182.13
VQ ,
7.333
82.0073
182.74
VQ ,
7.417
83.2701
183.36
VQ ,
7.500
84.5372
183.98
VQ ,
7.583
85.8086
184.61
Q ,
7.667
87,0845
185.25
Q ,
7.750
88.3647
185.89
Q ,
7.833
89.6494
186.54
Q ,
7.917
90.9386
187.19
Q ,
8.000
92.2323
187.85
Q ,
8.083
93.5307
188.53
Q ,
8.167
94.8338
189.21
Q ,
' 8.250
96.1417
189.91
Q ,
8.333
97.4545
190.61
QV ,
8.417
98.7721
191.32
QV ,
8.500
100.0946
192.04
QV ,
8.583
101.4222
192.76
QV ,
8.667
102.7549
193.51
QV ,
8.750
104.0928
194.26
QV ,
8.833
105.4359
195.02
QV .
8.917
106.7843
195.79
QV ,
9.000
108.1381
196.57
QV ,
9.083
109.4974
197.37
QV ,
9.167
110.8622
198,17
Q V. ,
9.250
112.2327
198.99
Q V. ,
9.333
113.6089
199.82
Q V. ,
9.417
114.9909
200.67
QV. ,
9.500
116.3788
201.52
QV, ,
9.583
117.7726
202.39
QV. ,
9.667
119.1726
203.27
QV.
9.750
120.5788
204.17
QV. ,
9.833
121.9912
205.08
Q V ,
9.917
123.4100
206.01
Q V ,
10.000
124.8353
206.95
Q V ,
10.083
126.2672
207.91
Q V ,
10.167
127.7058
208.89
Q V ,
10.250
129.1512
209.88
Q V ,
10.333
130,6036
210.88
Q V ,
10.417
132.0630
211.91
Q V ,
10.500
133.5296
212.95
Q V ,
10.583
135.0035
214.02
Q .V
10.667
136.4850
215.10
Q .V
' 10.750
137.9740
216.21
Q .V ,
10.833
139.4708
217.33
Q .V
10.917
140.9754
218.48
Q .V
11.000
142.4882
219.65
Q .V
11.083
144.0092
220.84
Q .v
11.167
145.5385
222.06
Q .V
11.250
147.0764
223.30
Q V
11.333
148.6230
224.57
Q V
11.417
150.1786
225.87
Q. V
11.500
151.7432
227.19
Q. V
11.583
153.3172
228.55
Q. V
11.667
154.9008
229.93
Q. V
11.750
156.4937
231.30
Q. V
11.833
158.0965
232.73
Q. V
11.917
159.7095
234.20
Q. V
12.000
161.3329
235.72
Q. V
12.083
162.9656
237.07
Q. V
12.167
164.6030
237.74
Q. V
12.250
166.2376
237,35
Q. V
12.333
167.8646
236.23
Q. V
12.417
169.4834
235.05
Q. V ,
12.500
171.0964
234.20
Q. V
12.583
172.7071
233.88
Q. V
12.667
174.3188
234.02
Q. V
12.750
175.9340
234.53
Q. V
12.833
177.5546
235.31
Q. V
12.917
179.1821
236.32
Q. V
13.000
180.8179
237.52
Q. V
13.083
182.4631
238.87
Q. V
13.167
184.1186
240.38
Q. V ,
13.250
185.7856
242.04
Q. V
13.333
187.4650
243.86
Q. V
13.417
189.1580
245.82
Q. V
13.500
190.8656
247.94
Q. V
13.583
192.5888
250.21
Q V
13.667
194.3286
252.63
Q V
13.750
196,0860
255.16
Q V
13.833
197.8614
257.80
Q V
13.917
199.6557
260.52
Q V
14.000
201.4696
263.38
Q V
14.083
203.3047
266.47
Q V
14.167
205.1651
270.13
Q V
14.250
207.0563
274.60
Q V
14.333
208.9824
279.67
Q V
14.417
210.9453
285.01
Q V
14.500
212.9456
290.44
Q V
14.583
214,9833
295.87
Q V
14.667
217.0591
301.40
Q V
14.750
219.1744
307.15
Q V .
14.833
221.3312
313.17
Q V ,
14.917
223.5310
319.41
Q V .
15.000
225.7770
326.11
Q V .
15.083
228.0727
333.35
Q V .
15.167
230.4225
341.19
Q V .
15.250
232.8308
349.68
Q V.
15.333
235.3029
358.95
Q V.
15.417
237.8390
368.24
Q V.
15,500
240.4224
375.11
Q V.
15.583
243.0246
377.83
Q v.
15.667
245.6319
378.58
Q v
15.750
248.2613
381.79
Q v
15.833
250.9523
390.73
Q v
15.917
253,7665
408.63
Q v
16.000
256.8069
441.46
Q V
16.083
260.3571
515.49
QV
16.167
264.8872
657.78
v
Q
16.250
270.5919
828.32
v
Q
16.333
276.8037
901.95
v
Q
16.417
282.8488
877.75
v Q
16.500
288.5993
834.98
v Q
16.583
293.9876
782.38
v Q
16.667
298.7555
692.31
V Q
16.750
302.9854
614.17
Q
16.833
306.9290
572.61
Q
V
16.917
310.6725
543.56
Q
v
17.000
314.2667
521.87
Q
v
17.083
317.7428
504.74
Q
v
17.167
321.1183
490.12
Q.
v
17.250
324.3965
475.99
Q.
v
17.333
327.5810
462.39
Q
v
17.417
330.6812
450.16
Q
v
17.500
333.7085
439.56
Q
v
17.583
336.6727
430.40
Q
v
17.667
339.5776
421.80
Q
v
17.750
342.4251
413.45
Q
v ,
17.833
345.2179
405.52
Q
v ,
17.917
347.9579
397.85
Q
v
18.000
350.6467
390.42
Q
v
18.083
353.2869
383.35
Q
V.
18.167
355.8835
377.02
Q
V.
18.250
358.4465
372.16
Q
V.
18.333
360.9816
368.09
Q
V.
18.417
363.4876
363.88
Q
V.
18.500
365.9615
359.21
Q
v
18.583
368.4012
354.25
Q
v
18.667
370.8054
349.08
Q
v
18.750
373.1732
343.81
Q
v
18.833
375.5050
338.57
Q
v
18.917
377.8010
333.39
Q
v
19.000
380.0605
328.07
Q
v
19.083
382.2823
322.61
Q
v
19.167
384.4661
317.10
Q
v
19.250
386.6124
311.64
Q
V
19.333
388.7218
306.29
Q
v
19.417
390.7953
301.07
Q
v
19.500
392.8341
296.04
,Q
v
19.583
394.8397
291.22
,Q
v
19.667
396.8133
286.56
,Q
v
19.750
398.7548
281.92
Q
v
19.833
400.6657
277.46
Q
v
19.917
402.5465
273.09
Q
v
20.000
404.3972
268.72
Q
v
20.083
406.2184
264.43
Q
v
20.167
408.0106
260.23
Q
v
20.250
409.7743
256.09
Q
v
20.333
411.5115
252.24
Q
v
20.417
413.2232
248.55
Q.
v
20.500
414.9104
244.98
Q.
v
20.583
416.5741
241.56
Q.
v
20.667
418.2152
238.29
Q.
v
20.750
419.8346
235.14
Q.
v
20.833
421.4329
232.07
Q.
v
20.917
423.0108
229.12
Q.
v
21.000
424.5691
226.26
Q.
v
21.083
426.1084
223.51
Q
v
21.167
427.6292
220.81
Q
v
21.250
429.1302
217.95
Q
v
21.333
430.61,09
215.00
Q
v
21.417
432.0721
212.15
Q
v
21.500
433.5143
209.42
Q
v
21.583
434.9386
206.81
Q
v
21.667
436.3457
204.31
Q
v
21.750
437.7365
201.93
Q
v
21.833
439.1115
199.66
Q
v
21.917
440.4715
197.48
Q
v
22.000
441.8172
195.39
Q
v
22.083
443.1491
193.39
Q
v
22.167
444.4677
191.47
Q
v
22.250
445.7737
189.63
Q
v
22.333
447.0676
187.87
Q
v
22.417
448.3498
186.17
Q
v
22.500
449.6206
184.53
Q
v
22.583
450.8807
182.96
Q
v
22.667
452.1303
181.45
Q
v
22.750
453.3699
179.99
Q
v
22.833
454.5999
178.59
Q
v
22.917
455.8205
177.23
Q
v
23.000
457.0321
175.92
Q
v
23.083
458.2348
174.64
Q
v
23.167
459.4288
173.37
Q
v
23.250
460.6145
172.16
Q
v
23.333
461.7923
171.01
Q
v
23.417
462.9624
169.90
Q
v ,
23.500
464.1251
168.82
Q
v ,
23.583
465.2805
167.77
Q
v ,
23.667
466.4290
166.75
Q
v ,
23.750
467.5706
165.76
Q
v
23.833
468.7056
164.80
Q
v .
23.917
469.8341
163.86
Q
v ,
24.000
470.9564
162.95
Q
v .
FLOW PROCESS FROM NODE 70.00 TO NODE 90.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 1205.00
UPSTREAM ELEVATION(FT) _
DOWNSTREAM ELEVATION(FT) _
PIPE DIAMETER(FT) = 9.00
MANNINGS FACTOR = 0.013
931.00
925.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
0.33
0.50
0.00
0.000
0.167
2.01
0.50
0.00
0.000
0.250
5.20
0.85
0.00
0.000
0.333
7.30
1.19
0.00
0.000
0.417
11.93
1.95
0.00
0.000
0.500
58.67
7.71
28.09
0.000
0.583
61.97
7.82
78.01
0.000
0.667
62.05
7.82
69.16
0.000
0.750
63.51
7.88
63.29
0.000
0.833
67.13
8.00
67.78
0.000
0.917
65.66
7.95
66.26
0.000
1.000
65.60
7.95
65.62
0.000
1.083
66.27
7.97
66.03
0.000
1.167
66.99
8.00
66.73
0.000
1.250
68.19
8.04
67.76
0.000
1.333
68.29
8.04
68.25
0.000
1.417
67.97
8.03
68.08
0.000
1.500
68.69
8.05
68.44
0.000
1.583
79.23
8.42
75.69
0.000
1.667
96.20
8.94
90.79
0.000
1.750
103.87
9.15
101.47
0.000
1.833
109.99
9.31
108.15
0.000
1.917
116.81
9.49
114.84
0.000
2.000
123.12
9.66
121.36
0.000
2.083
127.73
9.78
126.48
0.000
2.167
130.78
9.87
129.97
0.000
2.250
133.29
9.93
132.59
0.000
2.333
135.46
9.97
134.83
0.000
2.417
137.47
10.01
136.89
0.000
2.500
139.40
10.05
138.84
0.000
2.583
141.23
10.09
140.71
0.000
2.667
142.81
10.12
142.36
0.000
2.750
144.26
10.15
143.85
0.000
2.833
145.68
10.18
145.28
0.000
2.917
147.05
10.21
146.67
0.000
3.000
148.34
10.23
147.98
0.000
3.083
149.55
10.26
149.22
0.000
3.167
150.71
10.28
150.39
0.000
3.250
151.80
10.30
151.50
0.000
3.333
152.83
10.33
152.55
0.000
3.417
153.82
10.35
153.55
0.000
3.500
154.73
10.36
154.48
0.000
3.583
155.62
10.38
155.38
0.000
3.667
156.48
10.40
156.25
0.000
3.750
157.30
10.42
157.08
0.000
3.833
158.09
10.43
157.88
0.000
3.917
158.85
10.45
158.65
0.000
4.000
159.59
10.46
159.39
0.000
4.083
160.31
10.48
160.12
0.000
4.167
161.00
10.49
160.82
0.000
4.250
161.67
10.51
161.50
0.000
4.333
162.33
10.52
162.16
0.000
4.417
162.97
10.53
162.81
0.000
4.500
163.60
10.55
163.44
0.000
4.583
164.22
10.56
164.06
0.000
4.667
164.82
10.57
164.66
0.000
4.750
165.41
10.58
165.26
0.000
4.833
166.00
10.59
165.85
0.000
4.917
166.57
10.61
166.43
0.000
5.000
167.15
10.62
167.00
0.000
5.083
167.71
10.63
167.56
0.000
5.167
168.26
10.64
168.12
0.000
5.250
168.80
10.65
168.66
0.000
5.333
169.33
10.66
169.20
0.000
5.417
169.86
10.67
169.73
0.000
5.500
170.39
10.68
170.26
0.000
5.583
170.92
10.70
170.79
0.000
5.667
171.46
10.71
171.32
0.000
5.750
171.99
10.72
171.85
0.000
5.833
172.52
10.73
172.39
0.000
5.917
173.06
10.74
172.92
0.000
6.000
173.60
10.75
173.46
0.000
6.083
174.14
10.76
174.00
0.000
6.167
174.68
10.77
174.55
0.000
6.250
175.23
10.78
175.09
0.000
6.333
175.78
10.79
175.64
0.000
6.417
176.33
10.81
176.19
0.000
6.500
176.88
10.81
176.73
0.000
6.583
177.45
10.82
177.29
0.000
6.667
178.01
10.83
177.86
0.000
6.750
178.59
10.84
178.43
0.000
6.833
179.16
10.85
179.01
0.000
6.917
179.74
10.86
179.59
0.000
7.000
180.33
10.87
180.17
0.000
7.083
180.92
10.88
180.77
0.000
7.167
181.52
10.89
181.36
0.000
7.250
182.13
10.90
181.97
0.000
7.333
182.74
10.91
182.58
0.000
7.417
183.36
10.92
183.19
0.000
7.500
183.98
10.93
183.81
0.000
7.583
184.61
10.94
184.44
0.000
7.667
185.25
10.95
185.08
0.000
7.750
185.89
10.96
185.72
0.000
7.833
186.54
10.97
186.37
0.000
7.917
187.19
10.98
187.01
0.000
8.000
187.85
10.99
187.68
0.000
8.083
188.53
11.00
188.35
0.000
8.167
189.21
11.02
189.03
0.000
8.250
189.91
11.03
189.72
0.000
8.333
190.61
11.04
190.43
0.000
8.417
191.32
11.05
191.13
0.000
8.500
192.04
11.06
191.85
0.000
8.583
192.76
11.07
192.58
0.000
8.667
193.51
11.09
193.31
0.000
8.750
194.26
11.10
194.06
0.000
8.833
195.02
11.11
194.82
0.000
8.917
195.79
11.12
195.59
0.000
9.000
196.57
11.14
196.37
0.000
9.083
197.37
11.15
197.16
0.000
9.167
198.17
11.16
197.97
0.000
9.250
198.99
11.18
198.78
0.000
9.333
199.82
11.19
199.61
0.000
9.417
200.67
11.20
200.45
0.000
9.500
201.52
11.22
201.31
0.000
9.583
202.39
11.23
202.17
0.000
9.667
203.27
11.25
203.05
0.000
9.750
204.17
11.26
203.95
0.000
9.833
205.08
11.28
204.86
0.000
9.917
206.01
11.29
205.78
0.000
10.000
206.95
11.31
206.72
0.000
10.083
207.91
11.32
207.67
0.000
10.167
208.89
11.34
208.65
0.000
10.250
209.88
11.35
209.63
0.000
10.333
210.88
11.37
210.63
0.000
10.417
211.91
11.39
211.65
0.000
10.500
212.95
11.40
212.70
0.000
10.583
214.02
11.42
213.76
0.000
10.667
215.10
11.44
214.84
0.000
10.750
216.21
11.46
215.94
0.000
10.833
217.33
11.48
217.06
0.000
10.917
218.48
11.49
218.20
0.000
11.000
219.65
11.51
219.37
0.000
11.083
220.84
11.53
220.55
0.000
11.167
222.06
11.55
221.76
0.000
11.250
223.30
11.57
223.00
0.000
11.333
224.57
11.59
224.26
0.000
11.417
225.87
11.61
225.55
0.000
11.500
227.19
11.63
226.87
0.000
11.583
228.55
11.65
228.22
0.000
11.667
229.93
11.67
229.59
0.000
11.750
231.30
11.69
230.97
0.000
11.833
232.73
11.71
232.38
0.000
11.917
234.20
11.73
233.85
0.000
12.000
235.72
11.76
235.36
0.000
12.083
237.07
11.78
236.75
0.000
12.167
237.74
11.79
237.58
0.000
12.250
237.35
11.78
237.44
0.000
12.333
236.23
11.76
236.50
0.000
12.417
235.05
11.75
235.33
0.000
12.500
234.20
11.73
234.41
0.000
12.583
233.88
11.73
233.96
0.000
12.667
234.02
11.73
233.99
0.000
12.750
234.53
11.74
234.41
0.000
12.833
235.31
11.75
235.12
0.000
12.917
236.32
11.77
236.08
0.000
13.000
237.52
11.78
237.23
0.000
13.083
238.87
11.80
238.55
0.000
13.167
240.38
11.83
240.03
0.000
13.250
242.04
11.85
241.65
0.000
13.333
243.86
11.88
243.43
0.000
13.417
245.82
11.91
245.36
0.000
13.500
247.94
11.94
247.45
0.000
13.583
250.21
11.98
249.68
0.000
13.667
252.63
12.01
252.07
0.000
13.750
255.16
12.05
254.59
0.000
13.833
257.80
12.09
257.20
0.000
13.917
260.52
12.13
259.91
0.000
14.000
263.38
12.17
262.74
0.000
14.083
266.47
12.21
265.71
0.000
14.167
270.13
12.25
269.19
0.000
14.250
274.60
12.29
273.46
0.000
14.333
279.67
12.34
278.39
0.000
14.417
285.01
12.40
283.68
0.000
14.500
290.44
12.45
289.09
0.000
14.583
295.87
12.51
294.54
0.000
14.667
301.40
12.56
300.06
0.000
14.750
307.15
12.62
305.76
0.000
14.833
313.17
12.68
311.74
0.000
14.917
319.41
12.75
317.95
0.000
15.000
326.11
12.82
324.56
0.000
15.083
333.35
12.89
331.69
0.000
15.167
341.19
12.97
339.41
0.000
15.250
349.68
13.06
347.78
0.000
15.333
358.95
13.14
356.77
0.000
15.417
368.24
13.21
366.03
0.000
15.500
375.11
13.27
373.49
0.000
15.583
377.83
13.29
377.19
0.000
15.667
378.58
13.29
378.40
0.000
15.750
381.79
13.32
381.04
0.000
15.833
390.73
13.39
388.66
0.000
15.917
408.63
13.55
404.70
0.000
16.000
441.46
13.86
434.64
0.000
16.083
515.49
14.39
499.57
0.000
16.167
657.78
15.15
627.29
0.000
16.250
828.32
15.72
791.02
0.000
16.333
901.95
15.79
868.68
0.143
16.417
877.75
15.79
881.15
0.120
16.500
834.98
15.75
859.19
0.000
16.583
782.38
15.62
798.49
0.000
16.667
692.31
15.31
711.95
0.000
16.750
614.17
14.94
630.65
0.000
16.833
572.61
14.68
581.05
0.000
16.917
543.56
14.54
550.11
0.000
17.000
521.87
14.43
526.73
0.000
17.083
504.74
14.32
508.45
0.000
17.167
490.12
14.23
493.33
0.000
17.250
475.99
14.13
479.01
0.000
17.333
462.39
14.02
465.25
0.000
17.417
450.16
13.93
452.77
0.000
17.500
439.56
13.84
441.84
0.000
17.583
430.40
13.75
432.27
0.000
17.667
421.80
13.67
423.58
0.000
17.750
413.45
13.59
415.20
0.000
17.833
405.52
13.52
407.20
0.000
17.917
397.85
13.45
399.49
0.000
18.000
390.42
13.39
392.11
0.000
18.083
383.35
13.33
384.99
0.000
18.167
377.02
13.28
378.50
0.000
18.250
372.16
13.24
373.31
0.000
18.333
368.09
13.21
369.05
0.000
18.417
363.88
13.18
364.88
0.000
18.500
359.21
13.14
360.32
0.000
18.583
354.25
13.10
355.44
0.000
18.667
349.08
13.05
350.26
0.000
18.750
343.81
13.00
344.99
0.000
18.833
338.57
12.94
339.75
0.000
18.917
333.39
12.89
334.56
0.000
19.000
328.07
12.84
329.29
0.000
19.083
322.61
12.78
323.87
0.000
19.167
317.10
12.72
318.38
0.000
19.250
311.64
12.67
312.92
0.000
19.333
306.29
12.61
307.56
0.000
19.417
301.07
12.56
302.33
0.000
19.500
296.04
12.51
297.26
0.000
19.583
291.22
12.46
292.40
0.000
19.667
286.56
12.41
287.71
0.000
19.750
281.92
12.37
283.07
0.000
19.833
277.46
12.32
278.58
0.000
19.917
273.09
12.28
274.20
0.000
20.000
268.72
12.23
269.83
0.000
20.083
264.43
12.19
265.53
0.000
20.167
260.23
12.13
261.17
0.000
20.250
256.09
12.06
257.02
0.000
20.333
252.24
12.01
253.12
0.000
20.417
248.55
11.95
249.40
0.000
20.500
244.98
11.90
245.81
0.000
20.583
241.56
11.84
242.36
0.000
20.667
238.29
11.80
239.06
0.000
20.750
235.14
11.75
235.89
0.000
20.833
232.07
11.70
232.81
0.000
20.917
229.12
11.66
229.83
0.000
21.000
226.26
11.61
226.96
0.000
21.083
223.51
11.57
224.18
0.000
21.167
220.81
11.53
221.48
0.000
21.250
217.95
11.49
218.64
0.000
21.333
215.00
11.44
215.72
0.000
21.417
212.15
11.39
212.85
0.000
21.500
209.42
11.35
210.09
0.000
21.583
206.81
11.30
207.46
0.000
21.667
204.31
11.26
204.94
0.000
21.750
201.93
11.22
202.53
0.000
21.833
199.66
11.19
200.23
0.000
21.917
197.48
11.15
198.03
0.000
22.000
195.39
11.12
195.93
0.000
22.083
193.39
11.08
193.91
0.000
22.167
191.47
11.05
191.97
0.000
22.250
189.63
11.02
190.11
0.000
22.333
187.87
10.99
188.33
0.000
22.417
186.17
10.97
186.62
0.000
22.500
184.53
10.94
184.96
0.000
22.583
182.96
10.91
183.38
0.000
22.667
181.45
10.89
181.85
0.000
22.750
179.99
10.87
180.38
0.000
22.833
178.59
10.84
178.97
0.000
22.917
177.23
10.82
177.60
0.000
23.000
175.92
10.80
176.27
0.000
23.083
174.64
10.77
174.96
0.000
23.167
173.37
10.75
173.69
0.000
23.250
172.16
10.72
172.47
0.000
23.333
171.01
10.70
171.30
0.000
23.417
169.90
10.67
170.18
0.000
23.500
168.82
10.65
169.10
0.000
23.583
167.77
10.63
168.04
0.000
23.667
166.75
10.61
167.02
0.000
23.750
165.76
10.59
166.02
0.000
23.833
164.80
10.57
165.05
0.000
23.917
163.86
10.55
164.11
0.000
24.000
162.95
10.53
163.19
0.000
****************************************************************************
FLOW PROCESS FROM NODE 90.00 TO NODE 90.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM 111)
WATERSHED AREA = 69.500 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.203 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
VALLEY(DEVELOPED) S -GRAPH SELECTED
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.074
LOW LOSS FRACTION = 0.075
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= 0.47
SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 0.96
SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.27
SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.34
SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.39
SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 8.00
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 41.010
UNIT HYDROGRAPH DETERMINATION -
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
3.044
25.589
2
20.413
145.983
3
51.195
258.732
4
79.122
234.729
5
92.028
108.479
6
97.159
43.122
7
98.592
12.047
8
99.323
6.147
9
99.729
3.413
10
99.932
1.707
11
100.000
0.569
****************************************************************************
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
---------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0013
0.0159
2
0.0172
0.0013
0.0159
3
0.0173
0.0013
0.0160
4
0.0173
0.0013
0.0160
5
0.0173
0.0013
0.0160
6
0.0174
0.0013
0.0161
7
0.0174
0.0013
0.0161
8
0.0174
0.0013
0.0161
9
0.0175
0.0013
0.0162
10
0.0175
0.0013
0.0162
11
0.0176
0.0013
0.0162
12
0.0176
0.0013
0.0163
13
0.0176
0.0013
0.0163
14
0.0177
0.0013
0.0163
15
0.0177
0.0013
0.0164
16
0.0177
0.0013
0.0164
17
0.0178
0.0013
0.0164
18
0.0178
0.0013
0.0165
19
0.0179
0.0013
0.0165
20
0.0179
0.0013
0.0165
21
0.0179
0.0013
0.0166
22
0.0180
0.0013
0.0166
23
0.0180
0.0014
0.0167
24
0.0180
0.0014
0.0167
25
0.0181
0.0014
0.0167
26
0.0181
0.0014
0.0168
27
0.0182
0.0014
0.0168
28
0.0182
0.0014
0.0168
29
0.0183
0.0014
0.0169
30
0.0183
0.0014
0.0169
31
0.0183
0.0014
0.0170
32
0.0184
0.0014
0.0170
33
0.0184
0.0014
0.0171
34
0.0185
0.0014
0.0171
35
0.0185
0.0014
0.0171
36
0.0186
0.0014
0.0172
37
0.0186
0.0014
0.0172
38
0.0186
0.0014
0.0172
39
0.0187
0.0014
0.0173
40
0.0187
0.0014
0.0173
41
0.0188
0.0014
0.0174
42
0.0188
0.0014
0.0174
43
0.0189
0.0014
0.0175
44
0.0189
0.0014
0.0175
45
0.0190
0.0014
0.0176
46
0.0190
0.0014
0.0176
47
0.0191
0.0014
0.0177
48
0.0191
0.0014
0.0177
49
0.0192
0.0014
0.0178
50
0.0192
0.0014
0.0178
51
0.0193
0.0014
0.0178
52
0.0193
0.0014
0.0179
53
0.0194
0.0015
0.0179
54
0.0194
0.0015
0.0180
55
0.0195
0.0015
0.0180
56
0.0195
0.0015
0.0181
57
0.0196
0.0015
0.0181
58
0.0197
0.0015
0.0182
59
0.0197
0.0015
0.0182
60
0.0198
0.0015
0.0183
61
0.0198
0.0015
0.0184
62
0.0199
0.0015
0.0184
63
0.0200
0.0015
0.0185
64
0.0200
0.0015
0.0185
65
0.0201
0.0015
0.0186
66
0.0201
0.0015
0.0186
67
0.0202
0.0015
0.0187
68
0.0202
0.0015
0.0187
69
0.0203
0.0015
0.0188
70
0.0204
0.0015
0.0188
71
0.0204
0.0015
0.0189
72
0.0205
0.0015
0.0190
73
0.0206
0.0015
0.0190
74
0.0206
0.0015
0.0191
75
0.0207
0.0016
0.0192
76
0.0208
0.0016
0.0192
77
0.0208
0.0016
0.0193
78
0.0209
0.0016
0.0193
79
0.0210
0.0016
0.0194
80
0.0210
0.0016
0.0195
81
0.0211
0.0016
0.0195
82
0.0212
0.0016
0.0196
83
0.0213
0.0016
0.0197
84
0.0213
0.0016
0.0197
85
0.0214
0.0016
0.0198
86
0.0215
0.0016
0.0199
87
0.0216
0.0016
0.0200
88
0.0216
0.0016
0.0200
89
0.0217
0.0016
0.0201
90
0.0218
0.0016
0.0202
91
0.0219
0.0016
0.0203
92
0.0219
0.0016
0.0203
93
0.0221
0.0017
0.0204
94
0.0221
0.0017
0.0205
95
0.0222
0.0017
0.0206
96
0.0223
0.0017
0.0206
97
0.0224
0.0017
0.0207
98
0.0225
0.0017
0.0208
99
0.0226
0.0017
0.0209
100
0.0226
0.0017
0.0209
101
0.0228
0.0017
0.0211
102
0.0228
0.0017
0.0211
103
0.0230
0.0017
0.0212
104
0.0230
0.0017
0.0213
105
0.0232
0.0017
0.0214
106
0.0232
0.0017
0.0215
107
0.0234
0.0018
0.0216
108
0.0234
0.0018
0.0217
109
0.0236
0.0018
0.0218
110
0.0237
0.0018
0.0219
111
0.0238
0.0018
0.0220
112
0.0239
0.0018
0.0221
113
0.0240
0.0018
0.0222
114
0.0241
0.0018
0.0223
115
0.0243
0.0018
0.0224
116
0.0243
0.0018
0.0225
117
0.0245
0.0018
0.0227
118
0.0246
0.0018
0.0227
119
0.0247
0.0019
0.0229
120
0.0248
0.0019
0.0230
121
0.0250
0.0019
0.0231
122
0.0251
0.0019
0.0232
123
0.0253
0.0019
0.0234
124
0.0254
0.0019
0.0235
125
0.0256
0.0019
0.0236
126
0.0257
0.0019
0.0237
127
0.0259
0.0019
0.0239
128
0.0260
0.0019
0.0240
129
0.0262
0.0020
0.0242
130
0.0263
0.0020
0.0243
131
0.0265
0.0020
0.0245
132
0.0266
0.0020
0.0246
133
0.0268
0.0020
0.0248
134
0.0269
0.0020
0.0249
135
0.0272
0.0020
0.0251
136
0.0273
0.0020
0.0252
137
0.0275
0.0021
0.0255
138
0.0277
0.0021
0.0256
139
0.0279
0.0021
0.0258
140
0.0281
0.0021
0.0259
141
0.0283
0.0021
0.0262
142
0.0285
0.0021
0.0263
143
0.0288
0.0022
0.0266
144
0.0289
0.0022
0.0267
145
0.0254
0.0019
0.0235
146
0.0255
0.0019
0.0236
147
0.0259
0.0019
0.0239
148
0.0261
0.0020
0.0241
149
0.0264
0.0020
0.0244
150
0.0266
0.0020
0.0246
151
0.0270
0.0020
0.0250
152
0.0272
0.0020
0.0252
153
0.0276
0.0021
0.0255
154
0.0278
0.0021
0.0258
155
0.0283
0.0021
0.0262
156
0.0285
0.0021
0.0264
157
0.0290
0.0022
0.0268
158
0.0293
0.0022
0.0271
159
0.0298
0.0022
0.0276
160
0.0301
0.0023
0.0278
161
0.0307
0.0023
0.0284
162
0.0310
0.0023
0.0286
163
0.0316
0.0024
0.0292
164
0.0319
0.0024
0.0295
165
0.0326
0.0024
0.0302
166
0.0330
0.0025
0.0305
167
0.0338
0.0025
0.0312
168
0.0342
0.0026
0.0316
169
0.0373
0.0028
0.0345
170
0.0378
0.0028
0.0350
171
0.0388
0.0029
0.0359
172
0.0393
0.0029
0.0364
173
0.0404
0.0030
0.0374
174
0.0410
0.0031
0.0379
175
0.0423
0.0032
0.0391
176
0.0430
0.0032
0.0398
177
0.0445
0.0033
0.0412
178
0.0454
0.0034
0.0420
179
0.0472
0.0035
0.0437
180
0.0482
0.0036
0.0446
181
0.0505
0.0038
0.0467
182
0.0518
0.0039
0.0479
183
0.0548
0.0041
0.0506
184
0.0565
0.0042
0.0522
185
0.0429
0.0032
0.0397
186
0.0453
0.0034
0.0419
187
0.0514
0.0039
0.0475
188
0.0554
0.0042
0.0513
189
0.0659
0.0049
0.0609
190
0.0744
0.0056
0.0688
191
0.1063
0.0062
0.1002
192
0.1465
0.0062
0.1404
193
0.4601
0.0062
0.4540
194
0.0866
0.0062
0.0804
195
0.0603
0.0045
0.0558
196
0.0481
0.0036
0.0445
197
0.0583
0.0044
0.0540
198
0.0532
0.0040
0.0492
199
0.0493
0.0037
0.0456
200
0.0463
0.0035
0.0428
201
0.0438
0.0033
0.0405
202
0.0417
0.0031
0.0385
203
0.0398
0.0030
0.0369
204
0.0383
0.0029
0.0354
205
0.0346
0.0026
0.0320
206
0.0334
0.0025
0.0309
207
0.0323
0.0024
0.0298
208
0.0313
0.0023
0.0289
209
0.0304
0.0023
0.0281
210
0.0295
0.0022
0.0273
211
0.0288
0.0022
0.0266
212
0.0281
0.0021
0.0260
213
0.0274
0.0021
0.0254
214
0.0268
0.0020
0.0248
215
0.0262
0.0020
0.0243
216
0.0257
0.0019
0.0238
217
0.0291
0.0022
0.0269
218
0.0286
0.0021
0.0265
219
0.0282
0.0021
0.0261
220
0.0278
0.0021
0.0257
221
0.0274
0.0021
0.0254
222
0.0270
0.0020
0.0250
223
0.0267
0.0020
0.0247
224
0.0264
0.0020
0.0244
225
0.0261
0.0020
0.0241
226
0.0258
0.0019
0.0238
227
0.0255
0.0019
0.0236
228
0.0252
0.0019
0.0233
229
0.0249
0.0019
0.0231
230
0.0247
0.0018
0.0228
231
0.0244
0.0018
0.0226
232
0.0242
0.0018
0.0224
233
0.0239
0.0018
0.0222
234
0.0237
0.0018
0.0219
235
0.0235
0.0018
0.0217
236
0.0233
0.0017
0.0216
237
0.0231
0.0017
0.0214
238
0.0229
0.0017
0.0212
239
0.0227
0.0017
0.0210
240
0.0225
0.0017
0.0208
241
0.0223
0.0017
0.0207
242
0.0222
0.0017
0.0205
243
0.0220
0.0017
0.0204
244
0.0218
0.0016
0.0202
245
0.0217
0.0016
0.0201
246
0.0215
0.0016
0.0199
247
0.0214
0.0016
0.0198
248
0.0212
0.0016
0.0196
249
0.0211
0.0016
0.0195
250
0.0209
0.0016
0.0194
251
0.0208
0.0016
0.0192
252
0.0207
0.0015
0.0191
253
0.0205
0.0015
0.0190
254
0.0204
0.0015
0.0189
255
0.0203
0.0015
0.0188
256
0.0202
0.0015
0.0186
257
0.0200
0.0015
0.0185
258
0.0199
0.0015
0.0184
259
0.0198
0.0015
0.0183
260
0.0197
0.0015
0.0182
261
0.0196
0.0015
0.0181
262
0.0195
0.0015
0.0180
263
0.0194
0.0015
0.0179
264
0.0193
0.0014
0.0178
265
0.0192
0.0014
0.0177
266
0.0191
0.0014
0.0176
267
0.0190
0.0014
0.0175
268
0.0189
0.0014
0.0174
269
0.0188
0.0014
0.0174
270
0.0187
0.0014
0.0173
271
0.0186
0.0014
0.0172
272
0.0185
0.0014
0.0171
273
0.0184
0.0014
0.0170
274
0.0183
0.0014
0.0169
275
0.0182
0.0014
0.0169
276
0.0182
0.0014
0.0168
277
0.0181
0.0014
0.0167
278
0.0180
0.0013
0.0166
279
0.0179
0.0013
0.0166
280
0.0178
0.0013
0.0165
281
0.0178
0.0013
0.0164
282
0.0177
0.0013
0.0164
283
0.0176
0.0013
0.0163
284
0.0175
0.0013
0.0162
285
0.0175
0.0013
0.0161
286
0.0174
0.0013
0.0161
287
0.0173
0.0013
0.0160
288
0.0172
0.0013
0.0160
TOTAL
STORM RAINFALL(INCHES) =
7.99
TOTAL
SOIL-LOSS(INCHES) = 0.56
TOTAL
EFFECTIVE RAINFALL(INCHES)
= 7.43
----------------------------------------------------------------------------
TOTAL SOIL -LOSS
VOLUME(ACRE-FEET) =
3.2671
TOTAL STORM
----------------------------------------------------------------------------
RUNOFF VOLUME(ACRE-FEET)
= 42.9977
2 4-
H O U R S T 0
R M
R
U N O F
F H Y D R 0 G
R A P H
HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is at END of Each
Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0. 50.0
100.0 150.0 200.0
0.083
0.0028
0.41
Q
.
0.167
0.0216
2.73
Q
0.250
0.0688
6.85
VQ
0.333
0.1418
10.60
V Q
0.417
0.2268
12.34
V Q
0.500
0.3167
13.05
V Q
,
0.583
0.4081
13.27
V Q
0.667
0.5003
13.40
V Q
0.750
0.5931
13.48
V Q
0.833
0.6863
13.53
V Q
,
(1.917
0.7798
13.57
V Q
,
1.000
0.8734
13.60
V Q
,
1.083
0.9673
13.63
V Q
,
1.167
1.0613
13.65
V Q
1.250
1.1555
13.68
VQ
,
1.333
1.2500
13.71
.VQ
1.417
1.3446
13.74
VQ
,
1.500
1.4394
13.77
VQ
1.583
1.5345
13.80
.VQ
1.667
1.6297
13.83
VQ
1.750
1.7252
13.86
.VQ
1.833
1.8209
13.89
VQ
1.917
1.9167
13.92
VQ
2.000
2.0128
13.95
.VQ
2.083
2.1091
13.98
.VQ
2.167
2.2056
14.01
Q
,
2.250
2.3024
14.05
Q
2.333
2.3993
14.08
Q
2.417
2.4965
14.11
Q
,
2.500
2.5939
14.14
Q
2.583
2.6915
14.18
Q
2.667
2.7894
14.21
Q
2.750
2.8875
14.24
Q
,
2.833
2.9858
14.28
Q
,
2.917
3.0843
14.31
Q
3.000
3.1831
14.34
Q
,
3.083
3.2821
14.38
QV
3.167
3.3814
14.41
QV
3.250
3.4809
14.45
QV
3.333
3.5806
14.48
QV
,
3.417
3.6806
14.52
QV
3.500
3.7808
14.55
QV
3.583
3.8813
14.59
QV
3.667
3.9820
14.63
QV
3.750
4.0830
14.66
QV
,
3.833
4.1843
14.70
QV
3.917
4.2858
14.74
QV
4.000
4.3876
14.78
Q V
4.083
4.4896
14.81
Q V
4.167
4.5919
14.85
Q V
4.250
4.6945
14.89
Q V
4.333
4.7973
14.93
Q V
4.417
4.9004
14.97
Q V
4.500
5.0038
15.01
QV
4.583
5.1075
15.05
QV
4.667
5.2114
15.09
QV
4.750
5.3157
15.14
QV
4.833
5.4202
15.18
Q V
4.917
5.5250
15.22
Q V
5.000
5.6301
15.26
Q V
5.083
5.7355
15.30
Q V
5.167
5.8412
15.35
Q V
5.250
5.9472
15.39
Q V
5.333
6.0535
15.44
Q V
5.417
6.1602
15.48
Q V
5.500
6.2671
15.53
Q V
5.583
6.3744
15.57
Q V
5.667
6.4819
15.62
Q V
5.750
6.5898
15.67
Q V
5.833
6.6981
15.71
Q V
5.917
6.8066
15.76
Q V
6.000
6.9155
15.81
Q V
6.083
7.0247
15.86
Q V
6.167
7.1343
15.91
Q V
6.250
7.2442
15.96
Q V
6.333
7.3545
16.01
Q V
6.417
7.4651
16.06
Q V
6.500
7.5761
16.11
Q V
6.583
7.6874
16.17
Q V
6.667
7.7991
16.22
Q V
6.750
7.9112
16.27
Q V
6.833
8.0236
16.33
Q V
6.917
8.1364
16.38
Q V
7.000
8.2497
16.44
Q V
7.083
8.3633
16.49
Q V
7.167
8.4773
16.55
Q V
7.250
8.5917
16.61
Q V
7.333
8.7064
16.67
Q V ,
7.417
8.8217
16.73
Q V .
7.500
8.9373
16.79
Q V .
7.583
9.0533
16.85
Q V .
7.667
9.1698
16.91
Q V .
7.750
9.2867
16.97
Q V .
7.833
9.4040
17.04
Q V .
7.917
9.5218
17.10
Q V .
8.000
9.6400
17.17
Q V .
8.083
9.7587
17.23
Q V.
8.167
9.8779
17.30
Q V.
8.250
9.9975
17.37
Q V.
8.333
10.1176
17.44
Q V.
8.417
10.2382
17.51
Q V.
8.500
10.3592
17.58
Q V.
8.583
8.667
8.750
8.833
8.917
9.000
9.083
9.167
9.250
9.333
9.417
9.500
9.583
9.667
9.750
9.833
9.917
10.000
10.083
10.167
10.250
10.333
10.417
10.500
10.583
10.667
10.750
10.833
10.917
11.000
11.083
11.167
11.250
11.333
11.417
11.500
11.583
11.667
11.750
11.833
11.917
12.000
12.083
12.167
12.250
12.333
12.417
12.500
12.583
12.667
12.750
12.833
12.917
13.000
13.083
13.167
13.250
10.4808
10.6029
10.7254
10.8485
10.9722
11.0963
11.2210
11.3463
11.4721
11.5985
11.7255
11.8531
11.9813
12.1100
12.2395
12.3695
12.5002
12.6315
12.7635
12.8962
13.0296
13.1637
13.2986
13.4341
13.5704
13.7075
13.8454
13.9840
14.1235
14.2638
14.4050
14.5470
14.6899
14.8337
14.9785
15.1242
15.2709
15.4186
15.5673
15.7171
15.8680
16.0200
16.1725
16.3226
16.4675
16.6081
16.7473
16.8868
17.0275
17.1695
17.3130
17.4580
17.6047
17.7531
17.9032
18.0552
18.2091
17.65 Q
17.72 Q
17.80 Q
17.87 Q
17.95 Q
18.03 Q
18.11 Q
18.19 Q
18.27 Q
18.35 Q
18.44 Q
18.52 Q
18.61 Q
18.70 Q
18.79 Q
18.88 Q
18.98 Q
19.07 Q
19.17 Q
19.27 Q
19.37 Q
19.47 Q
19.58 Q
19.68 Q
19.79 Q
19.90 Q
20.02 Q
20.13 Q
20.25 Q
20.37 Q
20.50 Q
20.62 Q
20.75 Q
20.88 Q
21.02 Q
21.16 Q
21.30 Q
21.45 Q
21.59 Q
21.75 Q
21.90 Q
22.07 Q
22.14 Q
21.79 Q
21.05 Q
20.40 Q
20.21 Q
20.26 Q
20.43 Q
20.62 Q
20.83 Q
21.06 Q
21.29 Q
21.54 Q
21.80 Q
22.07 Q
22.35 Q
13.333
18.3650
22.64
Q
v
13.417
18.5230
22.94
Q
v
13.500
18.6832
23.26
Q
v
13.583
18.8456
23.58
Q
V
13.667
19.0104
23.93
Q
V
13.750
19.1777
24.29
Q
v
13.833
19.3476
24.67
Q
v
13.917
19.5203
25.07
Q
v .
14.000
19.6958
25.49
Q
v .
14.083
19.8748
25.99
Q
v .
14.167
20.0591
26.77
Q
V .
14.250
20.2506
27.80
Q
V .
14.333
20.4491
28.82
Q
V.
14.417
20.6530
29.60
Q
V.
14.500
20.8615
30.29
Q
V.
14.583
21.0746
30.93
Q
V.
14.667
21.2924
31.63
Q
V.
14.750
21.5153
32.36
Q
v
14.833
21.7436
33.16
Q
V
14.917
21.9778
34.00
Q
v
15.000
22.2185
34.95
Q
V
15.083
22.4662
35.97
Q
v
15.167
22.7218
37.11
Q
v
15.250
22.9860
38.37
Q
v
15.333
23.2602
39.81
Q
v
15.417
23.5425
41.00
Q
v
15.500
23.8216
40.52
Q
V
15.583
24.0868
38.51
Q
v
15.667
24.3443
37.38
Q
V
15.750
24.6123
38.91
Q
v
15.833
24.9053
42.55
Q
V
15.917
25.2390
48.46
Q.
v
16.000
25.6452
58.97
Q
v
16.083
26.2243
84.08
Q v
16.167
27.1843
139.40
V
Q
16.250
28.4151
178.71
v Q
16.333
29.5011
157.68
V Q
16.417
30.1790
98.44
Q.
V .
16.500
30.6247
64.72
Q
v ,
16.583
30.9629
49.10
Q.
v .
16.667
31.2717
44.84
Q
V.
16.750
31.5570
41.43
Q
V.
16.833
31.8212
38.36
Q
V.
16.917
32.0668
35.67
Q
V.
17.000
32.2981
33.59
Q
V
17.083
32.5182
31.95
Q
v
17.167
32.7268
30.29
Q
v
17.250
32.9234
28.55
Q
v
17.333
33.1094
27.00
Q
v
17.417
33.2873
25.83
Q
v
17.500
33.4587
24.90
Q
v
17.583
33.6248
24.11
Q
v
17.667
33.7860
23.41
Q
v
17.750
33.9428
22.77
Q
v
17.833
34.0956
22.18
Q
V
17.917
34.2446
21.65
Q
v
18.000
34.3903
21.15
Q
v
18.083
34.5334
20.78
Q
v
18.167
34.6771
20.87
Q
v
18.250
34.8244
21.39
Q
v
18.333
34.9749
21.85
Q
v
18.417
35.1256
21.89
Q
v
18.500
35.2752
21.72
Q
v
18.583
35.4230
21.46
Q
v
18.667
35.5689
21.19
Q
v
18.750
35.7130
20.92
Q
v
18.833
35.8554
20.67
Q
v
18.917
35.9960
20.42
Q
v
19.000
36.1349
20.17
Q
v
19.083
36.2723
19.94
Q
v
19.167
36.4081
19.72
Q
v
19.250
36.5424
19.51
Q
v
19.333
36.6753
19.30
Q
v
19.417
36.8069
19.10
Q
v
19.500
36.9372
18.91
Q
v
19.583
37.0662
18.73
Q
v
19.667
37.1939
18.55
Q
v
19.750
37.3205
18.38
Q
v
19.833
37.4460
18.22
Q
v
19.917
37.5703
18.06
Q
v
20.000
37.6936
17.90
Q
v
20.083
37.8158
17.75
Q
v
20.167
37.9371
17.60
Q
v
20.250
38.0573
17.46
Q
v
20.333
38.1766
17.32
Q
v
20.417
38.2950
17.19
Q
v
20.500
38.4125
17.06
Q
v
20.583
38.5291
16.93
Q
v
20.667
38.6448
16.81
Q
v
20.750
38.7598
16.69
Q
v
20.833
38.8739
16.57
Q
v
20.917
38.9872
16.46
Q
v
21.000
39.0998
16.34
Q
v
21.083
39.2116
16.24
Q
v
21.167
39.3227
16.13
Q
v
21.250
39.4331
16.03
Q
v
21.333
39.5428
15.92
Q
v
21.417
39.6518
15.83
Q
v
21.500
39.7601
15.73
Q
v
21.583
39.8678
15.63
Q
v
21.667
39.9748
15.54
Q
v
21.750
40.0812
15.45
Q
v
21.833
40.1870
15.36
Q
v
21.917
40.2922
15.28
Q
v
22.000
40.3968
15.19
Q
v
22.083
40.5009
15.11
Q
v
22.167
40.6043
15.02
Q
v
22.250
40.7073
14.94
Q
v
22.333
40.8096
14.87
Q
v
22.417
40.9115
14.79
Q
v ,
22.500
41.0128
14.71
Q
v ,
22.583
41.1136
14.64
Q
v ,
22.667
41.2139
14.56
Q
v ,
22.750
41.3137
14.49
Q
v ,
22.833
41.4131
14.42
Q
V .
22.917
41.5119
14.35
Q
V
23.000
41.6103
14.29
Q
V ,
23.083
41,7082
14.22
Q
V .
23.167
41.8057
14.15
Q
V .
23.250
41.9027
14.09
Q
V ,
23.333
41.9993
14.02
Q
V.
23.417
42.0954
13.96
Q
V.
23.500
42.1912
13.90
Q
V.
23.583
42.2865
13.84
Q
V.
23.667
42.3814
13.78
Q
V.
23.750
42.4759
13.72
Q
V.
23.833
42.5700
13.66
Q
V.
23.917
42.6637
13.61
Q
V.
24.000
42.7570
13.55
Q
V.
24.083
42.8471
13.09
Q
V.
24.167
42.9209
10.72
Q
V.
24.250
42.9661
6.56
.Q
V.
24.333
42.9855
2.81
Q
V.
24.417
42.9928
1.07
Q
V.
2.4.500
42.9955
0.38
Q
V.
24.583
42.9968
0.19
Q
V.
24.667
42.9974
0.09
Q
V.
24.750
42.9977
0.04
Q
V.
24.833
42.9977
0.01
Q
V
FLOW PROCESS FROM NODE 90.00
----------------------------------------------------------------------------
TO NODE 90.00 IS CODE = 11
»»>VIEW STREAM NUMBER 1 HYDROGRAPH««<
STREAM HYDROGRAPH IN
FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is
----------------------------------------------------------------------------
at END of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0. 275.0 550.0 825.0
1100.0
0.083
0.0028
0.41
Q
0.167
0.0216
2.73
Q ,
0.250
0.0688
6.85
Q
0.333
0.1418
10.60
Q
0.417
0.2268
12.34
Q ,
0.500
0.5101
41.15
VQ ,
0.583
1.1388
91.28
V Q ,
0.667
1.7074
82.56
V Q
0.750
2.2361
76.77
V Q ,
0.833
2.7961
81,31
V Q ,
0.917
3.3458
79.83
V Q ,
1.000
3.8914
79.22
V Q ,
1.083
4.4400
79.66
V Q ,
1.167
4.9936
80.38
V Q ,
1.250
5.5545
81.45
V Q
1.333
6.1190
81.97
V Q ,
1.417
6.6826
81.83
V Q
1.500
7.2488
82.21
V Q ,
1.583
7.8651
89.49
V Q
,
1.667
8.5856
104.62
V Q
1.750
9.3799
115.33
V Q
1.833
10.2204
122.04
V Q
1.917
11.1072
128.76
V Q
2.000
12.0391
135.31
V Q
2.083
13.0065
140.46
V Q
2.167
13.9981
143.99
V Q
2.250
15.0081
146.64
V Q
2.333
16.0336
148.90
V Q
2.417
17.0735
151.00
V Q
2.500
18.1271
152.99
V Q
2.583
19,1938
154.88
V Q
2.667
20.2721
156.57
V Q
2.750
21.3609
158.09
V Q
2.833
22.4598
159.56
V Q
2.917
23.5685
160.97
V Q
3.000
24.6864
162.32
V Q
3.083
25.8131
163.60
V Q
3.167
26.9481
164.80
V Q
3.250
28.0909
165.95
V Q
3.333
29.2413
167.03
V Q
3.417
30.3988
168.07
V Q
3.500
31.5630
169.04
V Q
3.583
32.7335
169.97
V Q
3.667
33.9104
170.87
V Q
3.750
35.0932
171.75
V Q
3.833
36.2818
172.58
V Q
3.917
37.4759
173.39
V Q
4.000
38.6754
174.17
V Q
4.083
39.8802
174.93
V Q
4.167
41.0900
175.67
V Q
4.250
42.3048
176.39
V Q
4.333
43.5245
177.09
V Q
4.417
44.7489
177.78
V Q
4.500
45.9778
178.45
V Q
4.583
47.2114
179.11
V Q
4.667
48.4494
179.76
V Q
4.750
49.6917
180.39
V Q
4.833
50.9385
181.02
V Q
4.917
52.1895
181.65
V Q
5.000
53.4447
182.26
V Q
5.083
54.7041
182.87
V Q
5.167
55.9677
183.47
V Q
5.250
57.2353
184.05
V Q
5.333
58.5069
184.63
V Q
5.417
59.7824
185.21
V Q
5.500
61.0619
185.79
V Q
5.583
62,3454
186.36
V Q
5.667
63.6329
186.94
V Q
5.750
64.9244
187.52
V Q
5.833
66.2198
188.10
V Q
5.917
67.5193
188.69
VQ
6.000
68.8229
189.27
VQ
6.083
70.1305
189.86
VQ
6.167
71.4422
190.46
VQ
6.250
72.7579
191.05
VQ
6.333
74.0779
191.65
VQ
6.417
75.4019
192.25
VQ
6.500
76.7300
192.85
V Q
6.583
78.0624
193.46
V Q
6.667
79.3991
194.08
V Q
6.750
80.7400
194.70
VQ
6.833
82.0853
195,33
VQ
6.917
83.4349
195.97
VQ
7.000
84.7890
196.61
VQ
7.083
86.1475
197.26
VQ
7.167
87.5106
197.91
VQ
7.250
88.8782
198.58
VQ
7.333
90.2504
199.24
VQ
7.417
91.6273
199.92
VQ
7.500
93.0088
200.60
Q
7.583
94.3951
201.29
Q
7.667
95.7863
201.99
Q
7.750
97.1823
202.70
Q
7.833
98.5831
203.40
Q .
7.917
99.9889
204.12
Q
8.000
101.3996
204.84
Q
8.083
102.8155
205.58
Q .
8.167
104.2365
206.33
Q
8.250
105.6628
207.09
Q .
8.333
107.0943
207.86
QV .
8.417
108.5313
208.64
QV .
8.500
109.9736
209.43
QV .
8.583
111.4214
210.23
QV .
8.667
112.8749
211.04
QV .
8.750
114.3340
211.86
QV .
8.833
115.7988
212.70
QV .
8.917
117.2695
213.54
QV .
9.000
118.7461
214.40
QV .
9.083
120.2287
215.27
Q V.
9.167
121.7174
216.16
Q V.
9.250
123.2122
217.05
Q V.
9.333
124.7133
217.96
Q V.
9.417
126.2208
218.89
Q V.
9.500
127.7348
219.83
Q V.
9.583
129.2554
220.78
QV.
9.667
130.7826
221.75
QV.
9.750
132.3166
222.74
QV.
9.833
133.8575
223.74
Q V
9.917
135.4054
224.76
Q V
10.000
136.9604
225.79
Q V
10.083
138.5227
226.84
Q V
10.167
140.0923
227.91
Q V
10.250
141.6695
229.00
Q V
10.333
143.2542
230.11
Q V
10.417
144.8467
231.23
Q V
10.500
146.4471
232.38
Q .v
10.583
148.0556
233.55
Q .v
10.667
149.6723
234.74
Q .v
10.750
151.2973
235.95
Q .v
10.833
152.9308
237.19
Q .v
10.917
154.5731
238.45
Q .v
11.000
156.2242
239.74
Q .v
11.083
157.8843
241.05
Q .v
11.167
159.5536
242.38
Q
V
11.250
161.2323
243.75
Q
V
11.333
162.9206
245.14
Q
v
11.417
164.6188
246.57
Q
v
11.500
166.3270
248.03
Q.
V
11.583
168.0454
249.52
Q.
V
11.667
169.7743
251.04
Q.
V
11.750
171.5137
252.56
Q.
V
11.833
173.2639
254.13
Q.
V
11.917
175.0253
255.75
Q.
V
12.000
176.7982
257.43
Q.
V
12.083
178.5812
258.89
Q.
V
12.167
180.3676
259.38
Q.
V
12.250
182.1478
258.49
Q.
V
12.333
183.91"71
256.90
Q.
V
12.417
185.6771
255.54
Q.
V
12.500
187.4310
254.67
Q.
V
12.583
189.1830
254.39
Q.
V
12.667
190.9365
254.61
Q.
V
12.750
192.6943
255.24
Q.
v
12.833
194.4586
256.18
Q.
V
12.917
196.2312
257.37
Q.
v
13.000
198.0134
258.78
Q.
V
13.083
199.8064
260.35
Q.
v
13.167
201.6115
262.10
Q.
v
13.250
203.4297
264.00
Q.
V
13.333
205.2621
266.07
Q.
v
13.417
207.1100
268.30
Q.
V
13.500
208.9743
270.71
Q.
V
13.583
210.8564
273.27
Q.
V
13.667
212.7572
276.00
Q
v
13.750
214.6778
278.88
Q
V
13.833
216.6191
281.87
Q
V
13.917
218.5818
284.98
Q
V
14.000
220.5669
288.23
Q
V
14.083
222.5758
291.69
Q
V
14.167
224.6141
295.96
Q
V
14.250
226.6889
301.26
Q
v
14.333
228.8046
307.21
Q V
14.417
230.9622
313.28
Q V
14.500
233.1618
319.38
Q v
14.583
235.4033
325.47
.Q
v
14.667
237.6877
331.68
Q V
14.750
240.0163
338.12
Q V .
14.833
242.3916
344.90
Q V .
14.917
244.8156
351.95
Q V .
15.000
247.2915
359.50
Q v .
15.083
249.8235
367.65
Q V .
15.167
252.4167
376.52
Q V.
15.250
255.0761
386.15
Q V.
15.333
257.8073
396.58
Q v.
15.417
260.6106
407.03
Q V.
15.500
263.4619
414.01
Q V.
15.583
266.3248
415.70
Q v
15.667
269.1883
415.79
Q v
15.750
272.0805
419.95
Q V
15.833
275.0503
431.21
Q V
15.917
278.1712
453.16
Q V
16.000
281.5708
493.62
Q v
16.083
285.5904
583.65
Q
16.167
290.8706
766.69
V Q
16.250
297.5492
969.73
V
16.333
304.6178
1026.36
V
16.417
311.3643
979.59
v
16.500
317.7273
923.90
V Q
16.583
323.5646
847.59
V Q
16.667
328.7767
756.79
V Q
16.750
333.4053
672.08
QV
16.833
337.6712
619.40
Q V
16.917
341.7054
585.77
Q V
17.000
345.5644
560.31
Q V
17.083
349.2861
540.40
Q. V
17.167
352.8923
523.62
Q. v
17.250
356.3879
507.56
Q V
17.333
359.7780
492.25
Q v
17.417
363.0742
478.61
Q v
17.500
366.2886
466.73
Q v
17.583
369.4318
456.38
Q v
17.667
372.5102
446.98
Q v .
17.750
375.5265
437.97
Q v ,
17.833
378.4836
429.38
Q v ,
17.917
381.3841
421.14
Q v .
18.000
384.2302
413.26
Q V.
18.083
387.0248
405.77
Q V.
18.167
389.7753
399.37
Q V.
18.250
392.4935
394.69
Q V.
18.333
395.1857
390.90
Q V.
18.417
397.8494
386.77
Q v
18.500
400.4806
382.04
Q v
18.583
403.0763
376.90
Q v
18.667
405.6345
371.45
Q v
18.750
408.1546
365.91
Q v
18.833
410.6367
360.41
Q v
18.917
413.0815
354.98
Q v
19.000
415.4883
349.46
Q v
19.083
417.8561
343.81
Q v
19.167
420.1847
338.10
Q v
19.250
422.4741
332.43
Q v
19.333
424.7252
326.86
Q v
19.417
426.9390
321.43
Q v
19.500
429.1165
316.18
Q v
19.583
431.2592
311.13
Q v
19.667
433.3685
306.27
Q v
19.750
435.4447
301.46
Q v
19.833
437.4887
296.80
Q V
19.917
439.5015
292.25
Q v
20.000
441.4831
287.73
Q v
20.083
443.4341
283.28
Q v
20.167
445.3540
278.77
Q v
20.250
447.2443
274.48
Q. V
20.333
449.1069
270.44
Q. v
20.417
450.9429
266.59
Q. v
20.500
452.7532
262.87
Q. v
20.583
454.5390
259.29
Q. V
Q
Q
Q
20.667
456.3011
255.87
Q.
V
20.750
458.0406
252.57
Q.
V
20.833
459.7581
249.38
Q,
V
20.917
461.4543
246.29
Q
V
21.000
463.1299
243.30
Q
V
21.083
464.7857
240.42
Q
V
21.167
466.4221
237.61
Q
V
21.250
468.0383
234.67
Q
V
21.333
469.6337
231.64
Q
V
21.417
471.2086
228.68
Q
V
21.500
472.7638
225.82
Q
V
21.583
474.3003
223.09
Q
V
21.667
475.8187
220.48
Q
V
21.750
477.3199
217.98
Q
V
21.833
478.8047
215.59
Q
V
21.917
480.2738
213.31
Q
V
22.000
481.7278
211.12
Q
V
22.083
483.1673
209.01
Q
V
22.167
484.5929
206.99
Q
V
22.250
486.0051
205.06
Q
V
22.333
487.4045
203.20
Q
V
22.417
488.7916
201.41
Q
V
22.500
490.1668
199.68
Q
V
22.583
491.5305
198.01
Q
V
22.667
492.8833
196.42
Q
V
22.750
494.2254
194.88
Q
V
22.833
495.5573
193.39
Q
v
22.917
496.8793
191.95
Q
V
23.000
498.1916
190.55
Q
V
23.083
499.4945
189.18
Q
V
23.167
500.7881
187.84
Q
V
23.250
502.0730
186.55
Q
V
23.333
503.3493
185.33
Q
V
23.417
504.6176
184.14
Q
V
23.500
505.8778
183.00
Q
V
23.583
507.1305
181.88
Q
V
23.667
508.3756
180.79
Q
v
23.750
509.6135
179.74
Q
V ,
23.833
510.8443
178.71
Q
V
23.917
512.0682
177.71
Q
V
24.000
513.2853
176.74
Q
V ,
FLOW PROCESS FROM NODE 90.00 TO NODE 100.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 903.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 925.00
DOWNSTREAM ELEVATION(FT) = 914.00
PIPE DIAMETER(FT) = 9.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
0.41
0.50
0.00
0.000
0.167
2.73
0.50
0.00
0.000
0.250
6.85
1.12
0.00
0.000
0.333
10.60
1.73
0.00
0.000
0.417
12.34
2.02
4.92
0.000
0.500
41.15
6.73
41.53
0.000
0.583
91.28
12.04
93.34
0.000
0.667
82.56
11.74
86.89
0.000
0.750
76.77
11.54
77.96
0.000
0.833
81.31
11.69
80.41
0.000
0.917
79.83
11.64
80.12
0.000
1.000
79.22
11.62
79.34
0.000
1.083
79.66
11.64
79.57
0.000
1.167
80.38
11.66
80.24
0.000
1.250
81.45
11.70
81.24
0.000
1.333
81.97
11.72
81.86
0.000
1.417
81.83
11.71
81.85
0.000
1.500
82.21
11.73
82.13
0.000
1.583
89.49
11.98
88.10
0.000
1.667
104.62
12.50
101.92
0.000
1.750
115.33
12.87
113.55
0.000
1.833
122.04
13.10
120.98
0.000
1.917
128.76
13.34
127.73
0.000
2.000
135.31
13.56
134.34
0.000
2.083
140.46
13.72
139.68
0.000
2.167
143.99
13.81
143.43
0.000
2.250
146.64
13.88
146.22
0.000
2.333
148.90
13.94
148.55
0.000
2.417
151.00
14.00
150.68
0.000
2.500
152.99
14.05
152.68
0.000
2.583
154.88
14.10
154.60
0.000
2.667
156.57
14.15
156.32
0.000
2.750
158.09
14.19
157.87
0.000
2.833
159.56
14.23
159.34
0.000
2.917
160.97
14.27
160.77
0.000
3.000
162.32
14.30
162.12
0.000
3.083
163.60
14.34
163.41
0.000
3.167
164.80
14.37
164.63
0.000
3.250
165.95
14.40
165.78
0.000
3.333
167.03
14.43
166.88
0.000
3.417
168.07
14.46
167.92
0.000
3.500
169.04
14.48
168.90
0.000
3.583
169.97
14.51
169.84
0.000
3.667
170.87
14.53
170.75
0.000
3.750
171.75
14.56
171.62
0.000
3.833
172.58
14.58
172.46
0.000
3.917
173.39
14.60
173.27
0.000
4.000
174.17
14.62
174.06
0.000
4.083
174.93
14.64
174.82
0.000
4.167
175.67
14.66
175.57
0.000
4.250
176.39
14.68
176.29
0.000
4.333
177.09
14.70
176.99
0.000
4.417
177.78
14.72
177.68
0.000
4.500
178.45
14.73
178.36
0.000
4.583
179.11
14.75
179.02
0.000
4.667
179.76
14.77
179.67
0.000
4.750
180.39
14.79
180.31
0.000
4.833
181.02
14.80
180.94
0.000
4.917
181.65
14.82
181.56
0.000
5.000
182.26
14.84
182.18
0.000
5.083
182.87
14.85
182.79
0.000
5.167
183.47
14.87
183.39
0.000
5.250
184.05
14.88
183.97
0.000
5.333
184.63
14.90
184.55
0.000
5.417
185.21
14.91
185.13
0.000
5.500
185.79
14.93
185.71
0.000
5.583
186.36
14.95
186.29
0.000
5.667
186.94
14.96
186.86
0.000
5.750
187.52
14.98
187.44
0.000
5.833
188.10
14.99
188.03
0.000
5.917
188.69
15.01
188.61
0.000
6.000
189.27
15.02
189.20
0.000
6.083
189.86
15.04
189.78
0.000
6.167
190.46
15.06
190.38
0.000
6.250
191.05
15.07
190.97
0.000
6.333
191.65
15.09
191.57
0.000
6.417
192.25
15.10
192.17
0.000
6.500
192.85
15.12
192.77
0.000
6.583
193.46
15.14
193.38
0.000
6.667
194.08
15.15
194.00
0.000
6.750
194.70
15.17
194.62
0.000
6.833
195.33
15.19
195.25
0.000
6.917
195.97
15.20
195.89
0.000
7.000
196.61
15.22
196.53
0.000
7.083
197.26
15.24
197.18
0.000
7.167
197.91
15.25
197.83
0.000
7.250
198.58
15.27
198.49
0.000
7.333
199.24
15.29
199.16
0.000
7.417
199.92
15.31
199.83
0.000
7.500
200.60
15.33
200.52
0.000
7.583
,201.29
15.34
201.20
0.000
7.667
201.99
15.36
201.90
0.000
7.750
202.70
15.38
202.61
0.000
7.833
203.40
15.40
203.32
0.000
7.917
204.12
15.42
204.03
0.000
8.000
204.84
15.44
204.75
0.000
8.083
205.58
15.46
205.49
0.000
8.167
206.33
15.48
206.24
0.000
8.250
207.09
15.50
206.99
0.000
8.333
207.86
15.51
207.75
0.000
8.417
208.64
15.53
208.53
0.000
8.500
209.43
15.55
209.32
0.000
8.583
210.23
15.56
210.11
0.000
8.667
211.04
15.58
210.92
0.000
8.750
211.86
15.59
211.75
0.000
8.833
212.70
15.61
212.58
0.000
8.917
213.54
15.63
213.42
0.000
9.000
214.40
15.65
214.28
0.000
9.083
215.27
15.66
215.15
0.000
9.167
216.16
15.68
216.03
0.000
9.250
217.05
15.70
216.93
0.000
9.333
217.96
15.72
217.84
0.000
9.417
218.89
15.74
218.76
0.000
9.500
219.83
15.76
219.70
0.000
9.583
220.78
15.78
220.65
0.000
9.667
221.75
15.80
221.62
0.000
9.750
222.74
15.82
222.60
0.000
9.833
223.74
15.84
223.60
0.000
9.917
224.76
15.86
224.62
0.000
10.000
225.79
15.88
225.65
0.000
10.083
226.84
15.90
226.70
0.000
10.167
227.91
15.92
227.77
0.000
10.250
229.00
15.95
228.85
0.000
10.333
230.11
15.97
229.96
0.000
10.417
231.23
15.99
231.08
0.000
10.500
232.38
16.01
232.23
0.000
10.583
233.55
16.04
233.39
0.000
10.667
234.74
16.06
234.58
0.000
10.750
235.95
16.09
235.80
0.000
10.833
237.19
16.11
237.03
0.000
10.917
238.45
16.14
238.29
0.000
11.000
239.74
16.16
239.58
0.000
11.083
241.05
16.19
240.88
0.000
11.167
242.38
16.22
242.21
0.000
11.250
243.75
16.25
243.57
0.000
11.333
245.14
16.27
244.97
0.000
11.417
246.57
16.30
246.39
0.000
11.500
248.03
16.33
247.84
0.000
11.583
249.52
16.36
249.33
0.000
11.667
251.04
16.40
250.85
0.000
11.750
252.56
16.43
252.37
0.000
11.833
254.13
16.46
253.93
0.000
11.917
255.75
16.49
255.55
0.000
12.000
257.43
16.53
257.22
0.000
12.083
258.89
16.56
258.71
0.000
12.167
259.38
16.57
259.32
0.000
12.250
258.49
16.55
258.60
0.000
12.333
256.90
16.52
257.10
0.000
12.417
255.54
16.49
255.71
0.000
12.500
254.67
16.47
254.78
0.000
12.583
254.39
16.46
254.42
0.000
12.667
254.61
16.47
254.58
0.000
12.750
255.24
16.48
255.16
0.000
12.833
256.18
16.50
256.06
0.000
12.917
257.37
16.52
257.22
0.000
13.000
258.78
16.55
258.60
0.000
13.083
260.35
16.59
260.16
0.000
13.167
262.10
16.62
261.88
0.000
13.250
264.00
16.66
263.77
0.000
13.333
266.07
16.70
265.82
0.000
13.417
268.30
16.75
268.03
0.000
13.500
270.71
16.80
270.42
0.000
13.583
273.27
16.85
272.96
0.000
13.667
276.00
16.90
275.67
0.000
13.750
278.88
16.95
278.50
0.000
13.833
281.87
17.00
281.49
0.000
13.917
284.98
17.05
284.58
0.000
14.000
288.23
17.10
287.82
0.000
14.083
291.69
17.16
291.25
0.000
14.167
295.96
17.23
295.42
0.000
14.250
301.26
17.32
300.60
0.000
14.333
307.21
17.41
306.48
0.000
14.417
313.28
17.51
312.53
0.000
14.500
319.38
17.61
318.64
0.000
14.583
325.47
17.71
324.74
0.000
14.667
331.68
17.81
330.95
0.000
14.750
338.12
17.92
337.37
0.000
14.833
344.90
18.03
344.12
0.000
14.917
351.95
18.14
351.12
0.000
15.000
359.50
18.25
358.62
0.000
15.083
367.65
18.37
366.71
0.000
15.167
376.52
18.51
375.52
0.000
15.250
386.15
18.65
385.07
0.000
15.333
396.58
18.81
395.43
0.000
15.417
407.03
18.97
405.90
0.000
15.500
414.01
19.07
413.25
0.000
15.583
415.70
19.09
415.49
0.000
15.667
415.79
19.09
415.77
0.000
15.750
419.95
19.13
419.44
0.000
15.833
431.21
19.24
429.84
0.000
15.917
453.16
19.46
450.53
0.000
16.000
493.62
19.87
488.94
0.000
16.083
583.65
20.73
573.65
0.000
16.167
766.69
22.26
747.78
0.000
16.250
969.73
23.42
948.77
0.000
16.333
1026.36
23.69
1020.57
0.000
16.417
979.59
23.47
984.36
0.000
16.500
923.90
23.14
929.37
0.000
16.583
847.59
22.74
855.56
0.000
16.667
756.79
22.20
766.37
0.000
16.750
672.08
21.50
680.63
0.000
16.833
619.40
21.01
624.73
0.000
16.917
585.77
20.74
589.52
0.000
17.000
560.31
20.54
563.22
0.000
17.083
540.40
20.36
542.60
0.000
17.167
523.62
20.19
525.43
0.000
17.250
507.56
20.02
509.32
0.000
17.333
492.25
19.86
493.96
0.000
17.417
478.61
19.72
480.16
0.000
17.500
466.73
19.60
468.11
0.000
17.583
456.38
19.50
457.60
0.000
17.667
446.98
19.40
448.10
0.000
17.750
437.97
19.31
439.04
0.000
17.833
429.38
19.22
430.42
0.000
17.917
421.14
19.14
422.14
0.000
18.000
413.26
19.06
414.23
0.000
18.083
405.77
18.95
406.57
0.000
18.167
399.37
18.85
400.06
0.000
18.250
394.69
18.78
395.20
0.000
18.333
390.90
18.72
391.32
0.000
18.417
386.77
18.66
387.23
0.000
18.500
382.04
18.59
382.57
0.000
18.583
376.90
18.51
377.48
0.000
18.667
371.45
18.43
372.07
0.000
18.750
365.91
18.35
366.54
0.000
18.833
360.41
18.26
361.05
0.000
18.917
354.98
18.18
355.61
0.000
19.000
349.46
18.10
350.11
0.000
19.083
343.81
18.01
344.48
0.000
19.167
338.10
17.92
338.76
0.000
19.250
332.43
17.83
333.09
0.000
19.333
326.86
17.74
327.52
0.000
19.417
321.43
17.65
322.08
0.000
19.500
316.18
17.56
316.81
0.000
19.583
311.13
17.48
311.74
0.000
19.667
306.27
17.40
306.86
0.000
19.750
301.46
17.32
302.05
0.000
19.833
296.80
17.24
297.38
0.000
19.917
292.25
17.17
292.82
0.000
20.000
287.73
17.10
288.31
0.000
20.083
283.28
17.02
283.85
0.000
20.167
278.77
16.95
279.35
0.000
20.250
274.48
16.87
275.03
0.000
20.333
270.44
16.79
270.92
0.000
20.417
266.59
16.71
267.05
0.000
20.500
262.87
16.64
263.32
0.000
20.583
259.29
16.56
259.73
0.000
20.667
255.87
16.49
256.29
0.000
20.750
252.57
16.43
252.99
0.000
20.833
249.38
16.36
249.78
0.000
20.917
246.29
16.30
246.68
0.000
21.000
243.30
16.24
243.68
0.000
21.083
240.42
16.18
240.79
0.000
21.167
237.61
16.12
237.97
0.000
21.250
234.67
16.06
235.05
0.000
21.333
231.64
16.00
232.04
0.000
21.417
228.68
15.94
229.07
0.000
21.500
225.82
15.88
226.20
0.000
21.583
223.09
15.82
223.46
0.000
21.667
220.48
15.77
220.83
0.000
21.750
217.98
15.72
218.32
0.000
21.833
215.59
15.67
215.92
0.000
21.917
213.31
15.62
213.63
0.000
22.000
211.12
15.58
211.42
0.000
22.083
209.01
15.54
209.31
0.000
22.167
206.99
15.50
207.28
0.000
22.250
205.06
15.45
205.30
0.000
22.333
203.20
15.40
203.43
0.000
22.417
201.41
15.35
201.64
0.000
22.500
199.68
15.30
199.90
0.000
22.583
198.01
15.26
198.23
0.000
22.667
196.42
15.21
196.62
0.000
22.750
194.88
15.17
195.08
0.000
22.833
193.39
15.13
193.58
0.000
22.917
191.95
15.10
192.14
0.000
23.000
190.55
15.06
190.74
0.000
23.083
189.18
15.02
189.36
0.000
23.167
187.84
14.99
188.02
0.000
23.250
186.55
14.95
186.73
0.000
23.333
185.33
14.92
185.49
0.000
23.417
184.14
14.89
184.30
0.000
23.500
183.00
14.86
183.15
0.000
23.583
181.88
14.83
182.03
0.000
23.667
180.79
14.80
180.94
0.000
23.750
179.74
14.77
179.88
0.000
23.833
178.71
14.74
178.85
0.000
23.917
177.71
14.71
177.85
0.000
24.000
176.74
14.69
176.87
0.000
****************************************************************************
FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 28.200 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.333 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
VALLEY(DEVELOPED) S -GRAPH SELECTED
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.228
LOW LOSS FRACTION = 0.177
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED
PEAK
5 -MINUTES RAINFALL(INCH)=
0.47
SPECIFIED
PEAK
30 -MINUTES RAINFALL(INCH)=
0.96
SPECIFIED
PEAK
1 -HOUR RAINFALL(INCH) =
1.27
SPECIFIED
PEAK
3 -HOUR RAINFALL(INCH) =
2.34
SPECIFIED
PEAK
6 -HOUR RAINFALL(INCH) =
3.39
SPECIFIED
PEAK
24-HOUR RAINFALL(INCH) =
8.00
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.063
UNIT HYDROGRAPH DETERMINATION
------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
1.500
5.116
2
7.444
20.271
3
20.896
45.876
4
38.727
60.814
5
59.844
72.016
6
76.688
57.448
7
87.017
35.227
8
92.817
19.778
9
96.199
11.533
10
97.952
5.980
11
98.528
1.964
12
98.998
1.602
13
99.426
1.460
14
99.770
1.175
15
99.943
0.587
16
100.000
0.196
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0030
0.0142
2
0.0172
0.0030
0.0142
3
0.0173
0.0031
0.0142
4
0.0173
0.0031
0.0142
5
0.0173
0.0031
0.0143
6
0.0174
0.0031
0.0143
7
0.0174
0.0031
0.0143
8
0.0174
0.0031
0.0143
9
0.0175
0.0031
0.0144
10
0.0175
0.0031
0.0144
11
0.0176
0.0031
0.0144
12
0.0176
0.0031
0.0145
13
0.0176
0.0031
0.0145
14
0.0177
0.0031
0.0145
15
0.0177
0.0031
0.0146
16
0.0177
0.0031
0.0146
17
0.0178
0.0031
0.0146
18
0.0178
0.0032
0.0147
19
0.0179
0.0032
0.0147
20
0.0179
0.0032
0.0147
21
0.0179
0.0032
0.0148
22
0.0180
0.0032
0.0148
23
0.0180
0.0032
0.0148
24
0.0180
0.O,032
0.0148
25
0.0181
0.0032
0.0149
26
0.0181
0.0032
0.0149
27
0.0182
0.0032
0.0150
28
0.0182
0.0032
0.0150
29
0.0183
0.0032
0.0150
30
0.0183
0.0032
0.0151
31
0.0183
0.0032
0.0151
32
0.0184
0.0033
0.0151
33
0.0184
0.0033
0.0152
34
0.0185
0.0033
0.0152
35
0.0185
0.0033
0.0152
36
0.0186
0.0033
0.0153
37
0.0186
0.0033
0.0153
38
0.0186
0.0033
0.0153
39
0.0187
0.0033
0.0154
40
0.0187
0.0033
0.0154
41
0.0188
0.0033
0.0155
42
0.0188
0.0033
0.0155
43
0.0189
0.0033
0.0156
44
0.0189
0.0034
0.0156
45
0.0190
0.0034
0.0156
46
0.0190
0.0034
0.0157
47
0.0191
0.0034
0.0157
48
0.0191
0.0034
0.0157
49
0.0192
0.0034
0.0158
50
0.0192
0.0034
0.0158
51
0.0193
0.0034
0.0159
52
0.0193
0.0034
0.0159
53
0.0194
0.0034
0.0160
54
0.0194
0.0034
0.0160
55
0.0195
0.0035
0.0161
56
0.0195
0.0035
0.0161
57
0.0196
0.0035
0.0161
58
0.0197
0.0035
0.0162
59
0.0197
0.0035
0.0162
60
0.0198
0.0035
0.0163
61
0.0198
0.0035
0.0163
62
0.0199
0.0035
0.0164
63
0.0200
0.0035
0.0164
64
0.0200
0.0035
0.0165
65
0.0201
0.0036
0.0165
66
0.0201
0.0036
0.0166
67
0.0202
0.0036
0.0166
68
0.0202
0.0036
0.0167
69
0.0203
0.0036
0.0167
70
0.0204
0.0036
0.0168
71
0.0204
0.0036
0.0168
72
0.0205
0.0036
0.0169
73
0.0206
0.0036
0.0169
74
0.0206
0.0036
0.0170
75
0.0207
0.0037
0.0170
76
0.0208
0.0037
0.0171
77
0.0208
0.0037
0.0172
78
0.0209
0.0037
0.0172
79
0.0210
0.0037
0.0173
80
0.0210
0.0037
0.0173
81
0.0211
0.0037
0.0174
82
0.0212
0.0037
0.0174
83
0.0213
0.0038
0.0175
84
0.0213
0.0038
0.0175
85
0.0214
0.0038
0.0176
86
0.0215
0.0038
0.0177
87
0.0216
0.0038
0.0178
88
0.0216
0.0038
0.0178
89
0.0217
0.0038
0.0179
90
0.0218
0.0039
0.0179
91
0.0219
0.0039
0.0180
92
0.0219
0.0039
0.0181
93
0.0221
0.0039
0.0182
94
0.0221
0.0039
0.0182
95
0.0222
0.0039
0.0183
96
0.0223
0.0039
0.0183
97
0.0224
0.0040
0.0184
98
0.0225
0.0040
0.0185
99
0.0226
0.0040
0.0186
100
0.0226
0.0040
0.0186
101
0.0228
0.0040
0.0187
102
0.0228
0.0040
0.0188
103
0.0230
0.0041
0.0189
104
0.0230
0.0041
0.0190
105
0.0232
0.0041
0.0191
106
0.0232
0.0041
0.0191
107
0.0234
0.0041
0.0192
108
0.0234
0.0041
0.0193
109
0.0236
0.0042
0.0194
110
0.0237
0.0042
0.0195
Ill
0.0238
0.0042
0.0196
112
0.0239
0.0042
0.0196
113
0.0240
0.0043
0.0198
114
0.0241
0.0043
0.0198
115
0.0243
0.0043
0.0200
116
0.0243
0.0043
0.0200
117
0.0245
0.0043
0.0202
118
0.0246
0.0044
0.0202
119
0.0247
0.0044
0.0204
120
0.0248
0.0044
0.0204
121
0.0250
0.0044
0.0206
122
0.0251
0.0044
0.0207
123
0.0253
0.0045
0.0208
124
0.0254
0.0045
0.0209
125
0.0256
0.0045
0.0210
126
0.0257
0.0045
0.0211
127
0.0259
0.0046
0.0213
128
0.0260
0.0046
0.0214
129
0.0262
0.0046
0.0215
130
0.0263
0.0046
0.0216
131
0.0265
0.0047
0.0218
132
0.0266
0.0047
0.0219
133
0.0268
0.0047
0.0221
134
0.0269
0.0048
0.0222
135
0.0272
0.0048
0.0224
136
0.0273
0.0048
0.0225
137
0.0275
0.0049
0.0227
138
0.0277
0.0049
0.0228
139
0.0279
0.0049
0.0230
140
0.0281
0.0050
0.0231
141
0.0283
0.0050
0.0233
142
0.0285
0.0050
0.0234
143
0.0288
0.0051
0.0237
144
0.0289
0.0051
0.0238
145
0.0254
0.0045
0.0209
146
0.0255
0.0045
0.0210
147
0.0259
0.0046
0.0213
148
0.0261
0.0046
0.0214
149
0.0264
0.0047
0.0217
150
0.0266
0.0047
0.0219
151
0.0270
0.0048
0.0222
152
0.0272
0.0048
0.0224
153
0.0276
0.0049
0.0227
154
0.0278
0.0049
0.0229
155
0.0283
0.0050
0.0233
156
0.0285
0.0050
0.0235
157
0.0290
0.0051
0.0239
158
0.0293
0.0052
0.0241
159
0.0298
0.0053
0.0245
160
0.0301
0.0053
0.0248
161
0.0307
0.0054
0.0252
162
0.0310
0.0055
0.0255
163
0.0316
0.0056
0.0260
164
0.0319
0.0057
0.0263
165
0.0326
0.0058
0.0269
166
0.0330
0.0058
0.0272
167
0.0338
0.0060
0.0278
168
0.0342
0.0061
0.0281
169
0.0373
0.0066
0.0307
170
0.0378
0.0067
0.0311
171
0.0388
0.0069
0.0319
172
0.0393
0.0070
0.0323
173
0.0404
0.0072
0.0333
174
0.0410
0.0073
0.0338
175
0.0423
0.0075
0.0348
176
0.0430
0.0076
0.0354
177
0.0445
0.0079
0.0367
178
0.0454
0.0080
0.0373
179
0.0472
0.0084
0.0389
180
0.0482
0.0085
0.0397
181
0.0505
0.0089
0.0416
182
0.0518
0.0092
0.0426
183
0.0548
0.0097
0.0451
184
0.0565
0.0100
0.0465
185
0.0429
0.0076
0.0353
186
0.0453
0.0080
0.0373
187
0.0514
0.0091
0.0423
188
0.0554
0.0096
0.0456
189
0.0659
0.0117
0.0542
190
0.0744
0.0132
0.0612
191
0.1063
0.0188
0.0875
192
0.1465
0.0190
0.1275
193
0.4601
0.0190
0.4411
194
0.0866
0.0153
0.0713
195
0.0603
0.0107
0.0496
196
0.0481
0.0085
0.0396
197
0.0583
0.0103
0.0480
198
0.0532
0.0094
0.0438
199
0.0493
0.0087
0.0406
200
0.0463
0.0082
0.0381
201
0.0438
0.0077
0.0360
202
0.0417
0.0074
0.0343
203
0.0398
0.0071
0.0328
204
0.0383
0.0068
0.0315
205
0.0346
0.0061
0.0285
206
0.0334
0.0059
0.0275
207
0.0323
0.0057
0.0266
208
0.0313
0.0055
0.0257
209
0.0304
0.0054
0.0250
210
0.0295
0.0052
0.0243
211
0.0288
0.0051
0.0237
212
0.0281
0.0050
0.0231
213
0.0274
0.0049
0.0226
214
0.0268
0.0047
0.0221
215
0.0262
0.0046
0.0216
216
0.0257
0.0046
0.0212
217
0.0291
0.0051
0.0239
218
0.0286
0.0051
0.0235
219
0.0282
0.0050
0.0232
220
0.0278
0.0049
0.0229
221
0.0274
0.0049
0.0226
222
0.0270
0.0048
0.0223
223
0.0267
0.0047
0.0220
224
0.0264
0.0047
0.0217
225
0.0261
0.0046
0.0214
226
0.0258
0.0046
0.0212
227
0.0255
0.0045
0.0210
228
0.0252
0.0045
0.0207
229
0.0249
0.0044
0.0205
230
0.0247
0.0044
0.0203
231
0.0244
0.0043
0.0201
232
0.0242
0.0043
0.0199
233
0.0239
0.0042
0.0197
234
0.0237
0.0042
0.0195
235
0.0235
0.0042
0.0193
236
0.0233
0.0041
0.0192
237
0.0231
0.0041
0.0190
238
0.0229
0.0041
0.0188
239
0.0227
0.0040
0.0187
240
0.0225
0.0040
0.0185
241
0.0223
0.0040
0.0184
242
0.0222
0.0039
0.0182
243
0.0220
0.0039
0.0181
244
0.0218
0.0039
0.0180
245
0.0217
0.0038
0.0178
246
0.0215
0.0038
0.0177
247
0.0214
0.0038
0.0176
248
0.0212
0.0038
0.0175
249
0.0211
0.0037
0.0173
250
0.0209
0.0037
0.0172
251
0.0208
0.0037
0.0171
252
0.0207
0.0037
0.0170
253
0.0205
0.0036
0.0169
254
0.0204
0.0036
0.0168
255
0.0203
0.0036
0.0167
256
0.0202
0.0036
0.0166
257
0.0200
0.0035
0.0165
258
0.0199
0.0035
0.0164
259
0.0198
0.0035
0.0163
260
0.0197
0.0035
0.0162
261
0.0196
0.0035
0.0161
262
0.0195
0.0034
0.0160
263
0.0194
0.0034
0.0159
264
0.0193
0.0034
0.0159
265
0.0192
0.0034
0.0158
266
0.0191
0.0034
0.0157
267
0.0190
0.0034
0.0156
268
0.0189
0.0033
0.0155
269
0.0188
0.0033
0.0154
270
0.0187
0.0033
0.0154
271
0.0186
0.0033
0.0153
272
0.0185
0.0033
0.0152
273
0.0184
0.0033
0.0151
274
0.0183
0.0032
0.0151
275
0.0182
0.0032
0.0150
276
0.0182
0.0032
0.0149
277
0.0181
0.0032
0.0149
278
0.0180
0.0032
0.0148
279
0.0179
0.0032
0.0147
280
0.0178
0.0032
0.0147
281
0.0178
0.0031
0.0146
282
0.0177
0.0031
0.0145
283
0.0176
0.0031
0.0145
284
0.0175
0.0031
0.0144
285
0.0175
0.0031
0.0144
286
0.0174
0.0031
0.0143
287
0.0173
0.0031
0.0142
288
0.0172
0.0031
0.0142
TOTAL STORM RAINFALL(INCHES) = 7.99
TOTAL SOIL-LOSS(INCHES) = 1.35
TOTAL EFFECTIVE RAINFALL(INCHES) = 6.65
TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 3.1612
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 15.6119
2 4- H O U R S T 0 R M
R U N O F F H Y D R 0 G R A P H
---------------
HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is at END of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0. 15.0 30.0 45.0 60.0
0.083
0.0005
0.07
Q
0.167
0.0030
0.36
Q
0.250
0.0099
1.01
Q
0.333
0.0228
1.87
VQ
0.417
0.0428
2.89
VQ
0.500
0.0683
3.71
V Q
0.583
0.0974
4.22
V Q
0.667
0.1284
4.51
V Q
0.750
0.1607
4.68
V Q
0.833
0.1935
4.77
V Q
0.917
0.2267
4.81
V Q
1.000
0.2600
4.84
V Q
1.083
0.2936
4.87
V Q
1.167
0.3274
4.90
V Q
1.250
0,3612
4.92
V Q
1.333
0.3952
4,93
V Q
1.417
0.4293
4.94
V Q
1.500
0.4634
4.95
V Q
1.583
0.4976
4.96
V Q
1.667
0.5318
4.98
v Q
1.750
0.5662
4.99
V Q
1.833
0.6006
5.00
V Q
1.917
0.6351
5.01
V Q
2.000
0.6696
5.02
V Q
2.083
0.7043
5.03
V Q
2.167
0.7390
5.04
V Q
2.250
0.7738
5.05
V Q
2.333
0.8087
5.06
VQ
2.417
0.8436
5.08
VQ
2.500
0.8786
5.09
VQ
2.583
0.9138
5.10
VQ
2.667
0.9489
5.11
VQ
2.750
0.9842
5.12
VQ
2.833
1.0196
5.13
VQ
2.917
1.0550
5.15
VQ
3.000
1.0905
5.16
VQ
3.083
1.1261
5.17
VQ
3.167
1.1618
5.18
VQ
3.250
1.1976
5.19
Q
3.333
1.2335
5.21
Q
3.417
1.2694
5.22
Q
3.500
1.3055
5.23
Q
3.583
1.3416
5.25
Q
3.667
1.3778
5.26
Q
3.750
1.4141
5.27
Q
3.833
1.4505
5.29
Q
3.917
1.4870
5.30
Q
4.000
1.5236
5.31
Q
4.083
1.5603
5.33
Q
4.167
1.5971
5.34
QV
4.250
1.6339
5.35
QV
4.333
1.6709
5.37
QV
4.417
1.7080
5.38
QV
4.500
1.7451
5.40
QV
4.583
1.7824
5.41
QV
4.667
1.8197
5.42
QV
4.750
1.8572
5.44
QV
4.833
1.8948
5.45
QV
4.917
1.9324
5.47
QV
5.000
1.9702
5.48
Q V
5.083
2.0081
5.50
Q V
5.167
2.0461
5.52
Q V
5.250
2.0842
5.53
Q V
5.333
2.1224
5.55
Q V
5.417
2.1607
5.56
Q V
5.500
2.1991
5.58
Q V
5.583
2.2376
5.60
Q V
5.667
2.2763
5.61
Q V
5.750
2.3151
5.63
Q V
5.833
2.3539
5.65
Q V
5.917
2.3929
5.66
Q V
6.000
2.4320
5.68
Q V
6.083
2.4713
5.70
Q V
6.167
2.5106
5.71
Q V
6.250
2.5501
5.73
Q V
6.333
2.5897
5.75
Q V
6.417
2.6294
5.77
Q V
6.500
2.6693
5.79
Q V
6.583
2.7093
5.81
Q V
6.667
2.7494
5.82
Q V
6.750
2.7896
5.84
Q V
6.833
2.8300
5.86
Q V
6.917
2.8705
5.88
Q V
7.000
2.9111
5.90
Q V
7.083
2.9519
5.92
Q V
7.167
2.9929
5.94
Q V
7.250
3.0339
5.96
Q V
7.333
3.0751
5.98
Q V
7.417
3.1165
6.00
Q V
7.500
3.1580
6.03
Q V .
7.583
3.1996
6.05
Q V .
7.667
3.2414
6.07
Q V .
7.750
3.2834
6.09
Q V .
7.833
3.3255
6.11
Q V .
7.917
3.3677
6.14
Q V .
8.000
3.4102
6.16
Q V .
8.083
3.4527
6.18
Q V .
8.167
3.4955
6.21
Q V .
8.250
3.5384
6.23
Q V.
8.333
3.5815
6.25
Q V.
8.417
3.6247
6.28
Q V.
8.500
3.6681
6.30
Q V.
8.583
8.667
8.750
8.833
8.917
9.000
9.083
9.167
9.250
9.333
9.417
9.500
9.583
9.667
9.750
9.833
9.917
10.000
10.083
10.167
10.250
10.333
10.417
10.500
10.583
10.667
10.750
10.833
10.917
11.000
11.083
11.167
11.250
11.333
11.417
11.500
11.583
11.667
11.750
11.833
11.917
12.000
12.083
12.167
12.250
12.333
12.417
12.500
12.583
12.667
12.750
12.833
12.917
13.000
13.083
13.167
13.250
3.7117
3.7555
3.7995
3.8436
3.8879
3.9324
3.9771
4.0220
4.0671
4.1124
4.1579
4.2036
4.2496
4.2957
4.3420
4.3886
4.4354
4.4825
4.5297
4.5772
4.6250
4.6730
4.7212
4.7698
4.8185
4.8676
4.9169
4.9665
5.0164
5.0665
5.1170
5.1678
5.2188
5.2702
5.3220
5.3740
5.4264
5.4791
5.5322
5.5857
5.6395
5.6938
5.7483
5.8027
5.8566
5.9096
5.9615
6.0126
6.0635
6.1144
6.1655
6.2171
6.2693
6.3219
6.3751
6.4290
6.4835
6.33 Q
6.36 Q
6.38 Q
6.41 Q
6.44 Q
6.46 Q
6.49 Q
6.52 Q
6.55 Q
6.58 Q
6.61 Q
6.64 Q
6.67 Q
6.70 Q
6.73 Q
6.76 Q
6.80 Q
6.83 Q
6.86 Q
6.90 Q
6.93 Q
6.97 Q
7.01 Q
7.04 Q
7.08 Q
7.12 Q
7.16 Q
7.20 Q
7.24 Q
7.28 Q
7.33 Q
7.37 Q
7.42 Q
7.46 Q
7.51 Q
7.56 Q
7.61 Q
7.66 Q
7.71 Q
7.76 Q
7.82 Q
7,87 Q
7.91 Q
7.91 Q
7.83 Q
7.70 Q
7.53 Q
7.42 Q
7.38 Q
7.39 Q
7.43 Q
7.49 Q
7.57 Q
7.65 Q
7.73 Q
7.82 Q
7.91 Q
v.
v,
v.
v.
v.
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
13.333
6.5386
8.01
Q
V
13.417
6.5945
8.11
Q
V
13.500
6.6510
8.22
Q
V
13.583
6.7084
8.33
Q
V
13.667
6.7666
8.44
Q
V
13.750
6.8256
8.57
Q
V
13.833
6.8854
8.69
Q.
V
13.917
6.9462
8.83
Q
V
14.000
7.0080
8.97
Q
V
14.083
7.0708
9.12
Q
V .
14.167
7.1349
9.32
Q
V .
14.250
7.2008
9.57
Q
V ,
14.333
7.2687
9.85
Q
V .
14.417
7.3388
10.17
Q
V ,
14.500
7.4109
10.47
Q
V .
14.583
7.4849
10.75
Q
V.
14.667
7.5607
11.00
Q
V.
14.750
7.6382
11.26
Q
V.
14.833
7.7176
11.52
Q
V.
14.917
7.7989
11.80
Q
V.
15.000
7.8822
12.10
Q
V
15.083
7.9678
12.43
Q
V
15.167
8.0559
12.78
Q
V
15.250
8.1466
13.18
Q
V
15.333
8.2404
13.61
Q.
V
15.417
8.3371
14.03
Q.
V
15.500
8.4355
14.29
Q.
V
15.583
8.5338
14.28
Q.
V
15.667
8.6313
14.15
Q.
V
15.750
8.7279
14.03
Q.
V
15.833
8.8266
14.33
Q.
V
15.917
8.9323
15.35
Q
V
16.000
9.0518
17.35
Q
V
16.083
9.2055
22.31
Q V
16.167
9.4217
31.39
Q V
16.250
9.7201
43.33
V
Q ,
16.333
10.0631
49.81
V
Q
16.417
10.4228
52.23
V
Q
16.500
10.7262
44.05
V Q.
16.583
10.9543
33.13
Q
V ,
16.667
11.1281
25.23
Q
V ,
16.750
11.2704
20.66
Q
V ,
16.833
11.3905
17,45
Q
V.
16.917
11.4942
15.05
Q
V.
17.000
11.5913
14.09
Q.
V.
17.083
11.6829
13.31
Q
V.
17,167
11.7690
12.50
Q
V
17.250
11.8489
11.60
Q
V
17.333
11.9235
10.83
Q
V
17.417
11.9936
10.19
Q
V
17.500
12.0605
9.70
Q
V
17.583
12,1245
9.30
Q
V
17,667
12.1863
8.97
Q
V
17.750
12.2460
8.67
Q
V
17.833
12.3039
8.41
Q
V
17.917
12.3603
8.18
Q
V
18.000
12.4152
7.97
Q
V
18.083
12.4688
7.79
Q
v
18.167
12.5217
7,68
Q
v
18.250
12.5744
7.66
Q
v
18.333
12.6274
7,70
Q
v
18.417
12.6810
7.78
Q
v
18.500
12.7349
7,83
Q
v
18.583
12.7888
7.82
Q
v
18.667
12,8423
7.77
Q
v
18.750
12.8952
7.69
Q
v
18.833
12.9476
7.61
Q
v
18.917
12.9994
7.51
Q
v
19.000
13.0505
7.42
Q
v
19.083
13.1011
7.34
Q
v
19.167
13.1510
7.26
Q
v
19.250
13.2004
7.18
Q
v
19.333
13.2493
7.10
Q
v
19.417
13.2977
7.02
Q
v
19.500
13.3455
6.95
Q
v
19.583
13.3929
6.88
Q
v
19.667
13.4398
6.81
Q
v
19.750
13.4862
6.74
Q
v
19.833
13.5322
6.68
Q
v
19.917
13.5778
6.62
Q
v
20.000
13.6229
6.56
Q
v
20.083
13.6677
6.50
Q
v
20.167
13.7121
6.45
Q
v
20.250
13.7561
6.39
Q
v
20.333
13.7998
6.34
Q
v
20.417
13.8431
6.29
Q
v
20.500
13.8860
6.24
Q
v
20.583
13.9287
6.19
Q
v
20.667
13.9710
6.14
Q
v
20.750
14.0130
6.10
Q
v
20.833
14.0547
6.05
Q
v
20.917
14.0961
6.01
Q
v
21.000
14.1372
5.97
Q
v
21.083
14.1780
5.93
Q
v
21.167
14.2186
5.89
Q
v
21.250
14.2588
5.85
Q
v
21.333
14.2989
5.81
Q
v
21.417
14.3386
5.77
Q
v
21.500
14.3782
5.74
Q
v
21.583
14.4174
5.70
Q
v
21.667
14.4565
5.67
Q
v
21.750
14.4952
5.63
Q
v
21.833
14.5338
5.60
Q
v
21.917
14.5722
5.57
Q
v
22.000
14.6103
5.54
Q
v
22.083
14.6482
5.50
Q
v
22.167
14.6859
5.47
Q
v
22.250
14.7234
5.44
Q
v
22.333
14.7607
5.41
Q
v
22.417
14.7978
5.39
Q
v
22.500
14.8347
5.36
Q
v -
22.583
14.8714
5.33
Q
v ,
22.667
14.9079
5.30
Q
v
22.750
14.9442
5.28
Q
v
22.833
14.9804
5.25
VOLUME(AF)
Q
V
22.917
15.0164
5.22
0.07
Q
V
23.000
15,0522
5.20
Q
Q
V
23.083
15.0878
5.17
Q
V
23.167
15.1233
5.15
0.417
Q
V
23.250
15.1585
5.13
0.3883
Q
V
23.333
15.1937
5.10
97,56
Q
V
23.417
15,2287
5.08
V
Q
V.
23.500
15.2635
5.06
Q
Q
V.
23.583
15.2981
5.03
0.917
Q
V.
23.667
15.3326
5.01
4.0101
Q
V.
23.750
15.3670
4.99
84.44
Q
V.
23.833
15.4012
4.97
V
Q
V.
23.917
15.4353
4.95
Q
V.
24.000
15.4692
4.93
Q
V.
24.083
15.5025
4.83
Q
V.
24.167
15.5337
4.53
Q
V.
24.250
15.5602
3.86
Q
V.
24.333
15.5808
2.98
Q
V.
24.417
15.5943
1.95
Q
V,
24.500
15.6021
1.13
Q
V.
24.583
15.6064
0.63
Q
V.
24.667
15.6088
0.35
Q
V.
24.750
15.6101
0.19
Q
V.
24.833
15.6108
0.10
Q
V.
24.917
15.6113
0.07
Q
V.
25.000
15.6116
0.05
Q
V.
25.083
15.6118
0.03
Q
V.
25.167
15.6119
0.01
Q
V.
25.250
15.6119
0.00
Q
V
****************************************************************************
FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 11
----------------------------------------------------------------------------
»»>VIEW STREAM NUMBER 1 HYDROGRAPH«« <
STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is at END of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0.
275.0 550.0 825.0 1100.0
0.083
0.0005
0.07
Q
0.167
0.0030
0.36
Q
0.250
0.0099
1.01
Q
0.333
0.0228
1.87
Q
0.417
0.0766
7.81
Q
0.500
0.3883
45.25
VQ
0.583
1.0601
97,56
V
Q
0.667
1.6896
91.40
V
Q
0.750
2.2588
82.64
V
Q
0.833
2.8455
85.18
V
Q
0.917
3.4304
84.93
V
Q
1.000
4.0101
84.18
V
Q
1.083
4.5917
84.44
V
Q
1.167
5.1781
85.14
V
Q
1.250
5.7715
86.16
V Q
1.333
6.3692
86.80
V Q
1.417
6.9670
86.80
V Q
1.500
7.5668
87.09
V Q
1.583
8.2078
93.07
V Q
1.667
8.9439
106.90
V Q
1.750
9.7603
118.54
V Q
1.833
10.6279
125.98
V Q
1.917
11.5421
132.74
V Q
2.000
12.5019
139.36
V
Q
2.083
13.4985
144.71
V
Q
2.167
14.5211
148.47
V
Q
2.250
15.5629
151.28
V
Q
2.333
16.6209
153.62
V
Q
2.417
17.6935
155.75
V
Q
2.500
18.7801
157.77
V
Q
2.583
19.8799
159.69
V
Q
2.667
20.9917
161.43
V
Q
2.750
22.1142
162.99
v
Q
2.833
23.2469
164.48
V
Q
2.917
24,3896
165.91
V
Q
3.000
25.5417
167.28
V
Q
3.083
26.7027
168.58
v
Q
3.167
27.8722
169.81
V
Q
3.250
29.0497
170.97
V
Q
3.333
30.2348
172.08
V
Q
3.417
31.4272
173.14
V
Q
3.500
32.6265
174.13
V
Q
3.583
33.8323
175.08
V
Q
3.667
35.0444
176.00
V
Q
3.750
36.2627
176.89
V
Q
3.833
37.4869
177.75
V
Q
3.917
38.7167
178.57
V
Q
4.000
39.9521
179.37
V
Q
4.083
41.1928
180.15
V
Q
4.167
42.4387
180.91
V
Q
4.250
43.6897
181.64
V
Q
4.333
44.9456
182.36
V
Q
4.417
46.2064
183.06
V
Q
4.500
47.4719
183.75
V
Q
4.583
48.7421
184.43
V
Q
4.667
50.0168
185.09
V
Q
4.750
51.2960
185.75
V
Q
4.833
52.5797
186.39
V
Q
4.917
53.8678
187.03
V
Q
5.000
55.1603
187.66
V
Q
5.083
56.4570
188.29
V
Q
5.167
57.7580
188.90
V
Q
5.250
59.0631
189.51
V
Q
5.333
60.3723
190.10
V
Q
5.417
61.6857
190.69
V
Q
5.500
63.0031
191.29
V
Q
5.583
64.3246
191.88
V
Q
5.667
65.6502
192.48
V
Q
5.750
66.9799
193.07
V
Q
5.833
68.3137
193.67
V
Q
5.917
69.6516
194.27
V
Q
6.000
70.9937
194.88
V Q
6.083
72.3400
195.48
V Q
6.167
73.6905
196.09
V Q
6.250
75.0452
196.71
V Q
6.333
76.4042
197.32
V Q
6.417
77.7675
197.94
V Q ,
6.500
79.1349
198.55
V Q ,
6.583
80.5067
199.19
V Q ,
6.667
81.8829
199.82
VQ
6.750
83.2635
200.47
VQ ,
6.833
84.6486
201.12
VQ ,
6.917
86.0382
201.77
VQ
7.000
87.4324
202.43
VQ ,
7.083
88.8311
203.10
VQ
7.167
90.2345
203.77
VQ ,
7.250
91.6426
204.45
VQ
7.333
93.0554
205.14
VQ ,
7.417
94.4730
205.84
VQ ,
7.500
95.8955
206.54
Q ,
7.583
97.3228
207.25
Q ,
7.667
98.7551
207.97
Q ,
7.750
100.1924
208.70
Q ,
7.833
101.6348
209.43
Q
7.917
103.0822
210.16
Q ,
8.000
104.5347
210.91
Q ,
8.083
105.9925
211.67
Q
8.167
107.4557
212.45
Q ,
8.250
108.9241
213.22
Q
8.333
110.3980
214.01
QV ,
8.417
111.8775
214.81
QV .
8.500
113.3625
215.62
QV ,
8.583
114.8531
216.44
QV .
8.667
116.3495
217.28
QV ,
8.750
117.8518
218.13
QV .
8.833
119.3600
218.99
QV ,
8.917
120.8742
219.86
QV ,
9.000
122.3945
220.75
Q ,
9.083
123.9209
221.64
QV. ,
9.167
125.4537
222.55
QV.
9.250
126.9928
223.48
QV. ,
9.333
128.5383
224.42
QV.
9.417
130.0905
225.37
QV. ,
9.500
131.6492
226.34
QV.
9.583
133.2148
227.32
QV.
9.667
134.7873
228.32
QV.
9.750
136.3667
229.33
QV.
9.833
137.9532
230.37
Q v
9.917
139.5470
231.41
Q v
10.000
141.1481
232.48
Q v
10.083
142.7567
233.56
Q V
10.167
144.3728
234.67
Q v
10.250
145.9967
235.79
Q V
10.333
147.6285
236.93
Q v
10.417
149.2682
238.09
Q v
10.500
150.9161
239.27
Q .V
10.583
152.5722
240.48
Q .v
10.667
154.2369
241.70
Q .v
10.750
155.9101
242.96
Q .V
10.833
157.5921
244.23
Q .V
10.917
159.2831
245.53
Q .v
11.000
160.9833
246.86
Q .V
11.083
162.6927
248.21
Q.V
11.167
164.4116
249.58
Q. V
11.250
166.1401
250.99
Q. V
11.333
167.8786
252.43
Q. V
11.417
169.6272
253.90
Q. V
11.500
171.3862
255.40
Q. V
11.583
173.1557
256.94
Q. V
11.667
174.9361
258.51
Q. V
11.750
176.7272
260.08
Q. V
11.833
178.5296
261.70
Q. V
11.917
180.3434
263.37
Q. V
12.000
182.1691
265.09
Q. V
12.083
184.0054
266.62
Q. V
12.167
185.8458
267.23
Q. V
12.250
187.6807
266.43
Q. V
12.333
189.5043
264.80
Q. V
12.417
191.3174
263.25
Q. v
12.500
193.1231
262.20
Q. v
12.583
194.9262
261.80
Q. V
12.667
196.7304
261.97
Q. v
12.750
198.5388
262.59
Q. V
12.833
200.3540
263.55
Q. v
12.917
202.1776
264.79
Q. V
13.000
204.0112
266.25
Q. v
13.083
205.8562
267.89
Q. v
13.167
207.7137
269.70
Q. v
13.250
209.5847
271.68
Q. v
13.333
211.4706
273.83
Q. v
13.417
213.3724
276.14
Q v
13.500
215.2913
278.63
Q V
13.583
217.2286
281.29
Q v
13.667
219.1853
284.12
Q v
13.750
221.1624
287.07
Q v
13.833
223.1609
290.18
Q v
13.917
225.1816
293.41
Q v
14.000
227.2255
296.78
Q v
14.083
229.2943
300.38
Q v
14.167
231.3930
304.74
Q V
14.250
233.5291
310.17
Q V
14.333
235.7077
316.33
Q V
14.417
237.9302
322.71
Q V
14.500
240.1968
329.11
Q V
14.583
242.5074
335.49
Q v
14.667
244.8624
341.95
Q v
14.750
247.2634
348.63
Q v .
14.833
249.7127
355.64
Q v .
14.917
252.2122
362.92
Q v .
15.000
254.7654
370.72
Q v .
15.083
257.3766
379.14
Q v .
15.167
260.0508
388.30
Q V.
15.250
262.7936
398.25
Q V.
15.333
265.6107
409.05
Q V.
15.417
268.5028
419.93
Q V.
15.500
271.4474
427.55
Q V.
15.583
274.4072
429.77
Q v
15.667
277.3681
429.93
Q v
15.750
280.3534
433.47
Q v
15.833
283.4124
444.16
Q v
15.917
286.6209
465.88
Q v
16.000
290.1078
506.29
Q .v
16.083
294.2122
595.96
Q
16.167
299.5784
779.17
v
Q ,
16.250
306.4110
992.10
v Q
16.333
313.7827
1070.38
v Q ,
16.417
320.9218
1036.59
v Q
16.500
327.6258
973.42
v Q
16.583
333.7462
888.68
v Q
16.667
339.1980
791.60
v Q
16.750
344.0278
701.29
Q
16.833
348.4505
642.18
Q V ,
16.917
352.6143
604.58
,Q
v ,
17.000
356.5902
577.31
Q
v
17.083
360.4188
555.91
Q
v
17.167
364.1236
537.94
Q.
v
17.250
367.7112
520.92
Q
v
17.333
371.1877
504.79
Q
v
17.417
374.5648
490.34
Q
v
17.500
377.8555
477.82
Q
v
17.583
381.0711
466.90
Q
v
17.667
384.2189
457.06
Q
v ,
17.750
387.3023
447.72
Q
v
17.833
390.3246
438.83
Q
v ,
17.917
393.2883
430.33
Q
v ,
18.000
396.1960
422.20
Q
V.
18.083
399.0497
414.36
Q
V.
18.167
401.8578
407.74
Q
V.
18.250
404.6323
402.86
Q
V.
18.333
407.3803
399.01
Q
V.
18.417
410.1008
395.01
Q
v
18.500
412.7895
390.40
Q
v
18.583
415.4431
385.30
Q
v
18.667
418.0590
379.83
Q
v
18.750
420.6364
374.24
Q
v
18.833
423.1754
368.65
Q
,V
18.917
425.6762
363.12
Q
,V
19.000
428.1385
357.53
Q
,V
19.083
430.5615
351.82
Q
,V .
19.167
432.9446
346.02
Q
,v .
19.250
435.2880
340.27
Q
,V
19.333
437.5925
334.62
Q
v
19.417
439.8591
329.10
Q
v
19.500
442.0888
323.76
Q
v
19.583
444.2832
318.62
Q
v
19.667
446.4435
313.67
Q
v
19.750
448.5701
308.79
Q
v
19.833
450.6642
304.06
Q
v
19.917
452.7264
299.44
Q
v
20.000
454.7572
294.87
Q
v
20.083
456.7569
290.35
Q
v
20.167
458.7252
285.80
Q
v
20.250
460.6633
281.42
Q
v ,
20.333
462.5728
277.26
Q
v
20.417
464.4553
273.34
Q.
v
20.500
466.3118
269.56
Q.
v
20.583
468.1432
265.92
Q.
v
20.667
469.9507
262.44
Q.
v
20.750
471.7350
259.08
Q.
v
20.833
473.4969
255.84
Q.
v
20.917
475.2372
252.69
Q.
v
21.000
476.9566
249.65
Q.
v
21.083
478,6558
246.72
Q
v
21.167
480.3353
243.86
Q
v
21.250
481.9944
240.90
Q
v
21.333
483.6325
237.85
Q
v
21.417
485.2499
234.85
Q
v
21.500
486.8473
231.94
Q
v
21.583
488.4256
229.16
Q
v
21.667
489.9855
226.50
Q
v
21.750
491.5279
223.96
Q
v
21.833
493.0535
221.52
Q
v
21,917
494.5631
219.19
Q
v
22.000
496.0573
216.96
Q
v
22.083
497.5367
214.81
Q
v
22.167
499.0020
212.75
Q
v
22.250
500.4534
210.75
Q
v
22.333
501.8917
208.85
Q
v
22.417
503.3175
207.02
Q
v
22.500
504.7311
205.26
Q
v
22.583
506.1330
203.56
Q
v
22.667
507.5237
201.93
Q
v
22.750
508.9035
200.35
Q
v
22.833
510.2729
198.83
Q
v
22.917
511.6321
197.36
Q
v
23.000
512.9816
195.94
Q
v
23.083
514.3214
194.53
Q
v
23.167
515.6517
193.17
Q
v
23.250
516.9730
191.85
Q
v
23.333
518.2856
190.59
Q
v ,
23.417
519.5899
189.38
Q
v .
23.500
520.8861
188.21
Q
v .
23.583
522.1744
187.06
Q
v ,
23.667
523.4551
185.95
Q
v ,
23.750
524.7284
184.87
Q
v ,
23.833
525.9944
183.82
Q
v
23.917
527.2533
182.80
Q
v
24.000
528.5054
181.80
Q
v
FLOW PROCESS FROM NODE 100.00 TO NODE 110.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 5245.00
UPSTREAM ELEVATION(FT) _
DOWNSTREAM ELEVATION(FT) _
PIPE DIAMETER(FT) = 11.00
MANNINGS FACTOR = 0.013
914.00
900.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
0.07
0.50
0.00
0.000
0.167
0.36
0.50
0.00
0.000
0.250
1.01
0.50
0.00
0.000
0.333
1.87
0.50
0.00
0.000
0.417
7.81
0.86
0.00
0.000
0.500
45.25
4.95
0.00
0.000
0.583
97.56
7.01
0.00
0.000
0.667
91.40
6.87
0.00
O.00Q
0.750
82.64
6.67
70.64
0.000
0.833
85.18
6.73
113.72
0.000
0.917
84.93
6.72
81.02
0.000
1.000
84.18
6.70
85.55
0.000
1.083
84.44
6.71
84.89
0.000
1.167
85.14
6.72
84.07
0.000
1.250
86.16
6.75
84.48
0.000
1.333
86.80
6.76
85.25
0.000
1.417
86.80
6.76
86.33
0.000
1.500
87.09
6.77
86.91
0.000
1.583
93.07
6.91
86.80
0.000
1.667
106.90
7.23
87.14
0.000
1.750
118.54
7.45
94.40
0.000
1.833
125.98
7.59
111.54
0.000
1.917
132.74
7.71
122.34
0.000
2.000
139.36
7.83
128.59
0.000
2.083
144.71
7.92
139.81
0.000
2.167
148.47
7.99
145.85
0.000
2.250
151.28
8.04
147.36
0.000
2.333
153.62
8.08
150.45
0.000
2.417
155.75
8.12
152.82
0.000
2.500
157.77
8.15
154.94
0.000
2.583
159.69
8.19
156.99
0.000
2.667
161.43
8.22
158.96
0.000
2.750
162.99
8.25
160.86
0.000
2.833
164.48
8.27
162.50
0.000
2.917
165.91
8.30
163.97
0.000
3.000
167.28
8.32
165.50
0.000
3.083
168.58
8.33
167.10
0.000
3.167
169.81
8.35
168.97
0.000
3.250
170.97
8.37
171.01
0.000
3.333
172.08
8.38
170.41
0.000
3.417
173.14
8.40
171.55
0.000
3.500
174.13
8.41
172.63
0.000
3.583
175.08
8.42
173.67
0.000
3.667
176.00
8.44
174.64
0.000
3.750
176.89
8.45
175.57
0.000
3.833
177.75
8.46
176.48
0.000
3.917
178.57
8.47
177.36
0.000
4.000
179.37
8.48
178.20
0.000
4.083
180.15
8.49
179.01
0.000
4.167
180.91
8.50
179.80
0.000
4.250
181.64
8.51
180.57
0.000
4.333
182.36
8.52
181.32
0.000
4.417
183.06
8.53
182.04
0.000
4.500
183.75
8.54
182.76
0.000
4.583
184.43
8.55
183.45
0.000
4.667
185.09
8.56
184.13
0.000
4.750
185.75
8.57
184.80
0.000
4.833
186.39
8.58
185.46
0.000
4.917
187.03
8.59
186.11
0.000
5.000
187.66
8.60
186.76
0.000
5.083
188.29
8.60
187.39
0.000
5.167
188.90
8.61
188.02
0.000
5.250
189.51
8.62
188.65
0.000
5.333
190.10
8.63
189.26
0.000
5.417
190.69
8.64
189.86
0.000
5.500
191.29
8.64
190.45
0.000
5.583
191.88
8.65
191.04
0.000
5.667
192.48
8.66
191.64
0.000
5.750
193.07
8.67
192.23
0.000
5.833
193.67
8.68
192.83
0.000
5.917
194.27
8.69
193.43
0.000
6.000
194.88
8.69
194.03
0.000
6.083
195.48
8.70
194.63
0.000
6.167
196.09
8.71
195.24
0.000
6.250
196.71
8.72
195.85
0.000
6.333
197.32
8.73
196.46
0.000
6.417
197.94
8.74
197.08
0.000
6.500
198.55
8.74
197.71
0.000
6.583
199.19
8.75
198.44
0.000
6.667
199.82
8.76
199.21
0.000
6.750
200.47
8.77
199.58
0.000
6.833
201.12
8.78
200.23
0.000
6.917
201.77
8.79
200.88
0.000
7.000
202.43
8.80
201.53
0.000
7.083
203.10
8.81
202.19
0.000
7.167
203.77
8.82
202.86
0.000
7.250
204.45
8.83
203.53
0.000
7.333
205.14
8.83
204.21
0.000
7.417
205.84
8.84
204.90
0.000
7.500
206.54
8.85
205.59
0.000
7.583
207.25
8.86
206.30
0.000
7.667
207.97
8.87
207.01
0.000
7.750
208.70
8.88
207.73
0.000
7.833
209.43
8.89
208.45
0.000
7.917
210.16
8.90
209.18
0.000
8.000
210.91
8.91
209.92
0.000
8.083
211.67
8.92
210.67
0.000
8.167
212.45
8.93
211.42
0.000
8.250
213.22
8.95
212.20
0.000
8.333
214.01
8.96
212.97
0.000
8.417
214.81
8.97
213.76
0.000
8.500
215.62
8.98
214.56
0.000
8.583
216.44
8.99
215.37
0.000
8.667
217.28
9.00
216.19
0.000
8.750
218.13
9.01
217.03
0.000
8.833
218.99
9.02
217.87
0.000
8.917
219.86
9.04
218.73
0.000
9.000
220.75
9.05
219.60
0.000
9.083
221.64
9.06
220.44
0.000
9.167
222.55
9.07
221.27
0.000
9.250
223.48
9.08
222.18
0.000
9.333
224.42
9.09
223.10
0.000
9.417
225.37
9.10
224.04
0.000
9.500
226.34
9.11
224.99
0.000
9.583
227.32
9.12
225.95
0.000
9.667
228.32
9.13
226.93
0.000
9.750
229.33
9.14
227.93
0.000
9.833
230.37
9.15
228.94
0.000
9.917
231.41
9.16
229.97
0.000
10.000
232.48
9.18
231.01
0.000
10.083
233.56
9.19
232.08
0.000
10.167
234.67
9.20
233.16
0.000
10.250
235.79
9.21
234.26
0.000
10.333
236.93
9.22
235.38
0.000
10.417
238.09
9.24
236.51
0.000
10.500
239.27
9.25
237.67
0.000
10.583
240.48
9.26
238.65
0.000
10.667
241.70
9.28
240.05
0.000
10.750
242.96
9.29
241.28
0.000
10.833
244.23
9.30
242.52
0.000
10.917
245.53
9.32
243.80
0.000
11.000
246.86
9.33
245.09
0.000
11.083
248.21
9.35
246.42
0.000
11.167
249.58
9.36
247.76
0.000
11.250
250.99
9.38
249.13
0.000
11.333
252.43
9.39
250.54
0.000
11.417
253.90
9.41
251.97
0.000
11.500
255.40
9.43
253.44
0.000
11.583
256.94
9.44
254.94
0.000
11.667
258.51
9.46
256.47
0.000
11.750
260.08
9.48
258.04
0.000
11.833
261.70
9.49
259.62
0.000
11.917
263.37
9.51
261.23
0.000
12.000
265.09
9.53
262.90
0.000
12.083
266.62
9.55
264.61
0.000
12.167
267.23
9.56
266.20
0.000
12.250
266.43
9.55
267.06
0.000
12.333
264.80
9.53
266.65
0.000
12.417
263.25
9.51
265.25
0.000
12.500
262.20
9.50
263.68
0.000
12.583
261.80
9.50
262.50
0.000
12.667
261.97
9.50
261.91
0.000
12.750
262.59
9.50
261.92
0.000
12.833
263.55
9.52
262.41
0.000
12.917
264.79
9.53
263.28
0.000
13.000
266.25
9.54
264.44
0.000
13.083
267.89
9.56
265.85
0.000
13.167
269.70
9.58
267.45
0.000
13.250
271.68
9.60
269.22
0.000
13.333
273.83
9.63
271.16
0.000
13.417
276.14
9.65
273.28
0.000
13.500
278.63
9.68
275.54
0.000
13.583
281.29
9.70
277.92
0.000
13.667
284.12
9.73
280.55
0.000
13.750
287.07
9.76
283.35
0.000
13.833
290.18
9.79
286.29
0.000
13.917
293.41
9.83
289.39
0.000
14.000
296.78
9.86
292.61
0.000
14.083
300.38
9.90
295.98
0.000
14.167
304.74
9.94
299.55
0.000
14.250
310.17
10.00
303.78
0.000
14.333
316.33
10.06
309.04
0.000
14.417
322.71
10.12
315.14
0.000
14.500
329.11
10.19
321.57
0.000
14.583
335.49
10.24
328.07
0.000
14.667
341.95
10.28
333.60
0.000
14.750
348.63
10.32
339.85
0.000
14.833
355.64
10.37
346.53
0.000
14.917
362.92
10.42
353.52
0.000
15.000
370.72
10.47
360.81
0.000
15.083
379.14
10.53
368.56
0.000
15.167
388.30
10.59
376.92
0.000
15.250
398.25
10.66
386.04
0.000
15.333
409.05
10.74
396.04
0.000
15.417
419.93
10.81
406.82
0.000
15.500
427.55
10.86
417.87
0.000
15.583
429.77
10.88
426.21
0.000
15.667
429.93
10.88
429.40
0.000
15.750
433.47
10.91
429.90
0.000
15.833
444.16
10.97
432.89
0.000
15.917
465.88
11.09
442.15
0.000
16.000
506.29
11.31
460.65
0.000
16.083
595.96
11.83
498.76
0.000
16.167
779.17
12.55
587.42
0.000
16.250
992.10
13.10
757.27
0.000
16.333
1070.38
13.19
966.88
0.000
16.417
1036.59
13.16
1053.81
0.000
16.500
973.42
13.06
1044.18
0.000
16.583
888.68
12.88
984.79
0.000
16.667
791.60
12.58
900.90
0.000
16.750
701.29
12.24
800.76
0.000
16.833
642.18
12.04
709.14
0.000
16.917
604.58
11.88
651.76
0.000
17.000
577.31
11.73
609.79
0.000
17.083
555.91
11.62
579.79
0.000
17.167
537.94
11.51
558.37
0.000
17.250
520.92
11.40
539.40
0.000
17.333
504.79
11.30
522.30
0.000
17.417
490.34
11.22
506.42
0.000
17.500
477.82
11.15
492.46
0.000
17.583
466.90
11.09
480.41
0.000
17.667
457.06
11.04
469.31
0.000
17.750
447.72
10.99
459.35
0.000
17.833
438.83
10.94
450.00
0.000
17.917
430.33
10.88
440.90
0.000
18.000
422.20
10.83
431.68
0.000
18.083
414.36
10.77
423.59
0.000
18.167
407.74
10.73
415.80
0.000
18.250
402.86
10.69
409.03
0.000
18.333
399.01
10.67
403.85
0.000
18.417
395.01
10.64
399.82
0.000
18.500
390.40
10.61
395.88
0.000
18.583
385.30
10.57
391.43
0.000
18.667
379.83
10.53
386.48
0.000
18.750
374.24
10.50
381.21
0.000
18.833
368.65
10.46
375.70
0.000
18.917
363.12
10.42
370.16
0.000
19.000
357.53
10.38
364.67
0.000
19.083
351.82
10.35
359.15
0.000
19.167
346.02
10.31
353.52
0.000
19.250
340.27
10.27
347.80
0.000
19.333
334.62
10.23
342.09
0.000
19.417
329.10
10.19
336.47
0.000
19.500
323.76
10.13
330.70
0.000
19.583
318.62
10.08
324.62
0.000
19.667
313.67
10.03
319.52
0.000
19.750
308.79
9.98
314.59
0.000
19.833
304.06
9.93
309.76
0.000
19.917
299.44
9.89
305.05
0.000
20.000
294.87
9.84
300.46
0.000
20.083
290.35
9.80
295.93
0.000
20.167
285.80
9.75
291.45
0.000
20.250
281.42
9.71
286.96
0.000
20.333
277.26
9.66
282.59
0.000
20.417
273.34
9.62
278.42
0.000
20.500
269.56
9.58
274.39
0.000
20.583
265.92
9.54
270.53
0.000
20.667
262.44
9.50
266.90
0.000
20.750
259.08
9.47
263.41
0.000
20.833
255.84
9.43
260.05
0.000
20.917
252.69
9.40
256.81
0.000
21.000
249.65
9.36
253.66
0.000
21.083
246.72
9.33
250.62
0.000
21.167
243.86
9.30
247.68
0.000
21.250
240.90
9.27
244.82
0.000
21.333
237.85
9.23
241.92
0.000
21.417
234.85
9.20
238.94
0.000
21.500
231.94
9.17
235.94
0.000
21.583
229.16
9.14
233.03
0.000
21.667
226.50
9.11
230.23
0.000
21.750
223.96
9.08
227.54
0.000
21.833
221.52
9.06
224.98
0.000
21.917
219.19
9.03
222.52
0.000
22.000
216.96
9.00
220.02
0.000
22.083
214.81
8.97
217.63
0.000
22.167
212.75
8.94
215.47
0.000
22.250
210.75
8.91
213.40
0.000
22.333
208.85
8.89
211.39
0.000
22.417
207.02
8.86
209.48
0.000
22.500
205.26
8.84
207.64
0.000
22.583
203.56
8.81
205.87
0.000
22.667
201.93
8.79
204.16
0.000
22.750
200.35
8.77
202.51
0.000
22.833
198.83
8.75
200.93
0.000
22.917
197.36
8.73
199.40
0.000
23.000
195.94
8.71
198.54
0.000
23.083
194.53
8.69
196.75
0.000
23.167
193.17
8.67
195.06
0.000
23.250
191.85
8.65
193.68
0.000
23.333
190.59
8.64
192.35
0.000
23.417
189.38
8.62
191.07
0.000
23.500
188.21
8.60
189.85
0.000
23.583
187.06
8.59
188.67
0.000
23.667
185.95
8.57
187.53
0.000
23.750
184.87
8.56
186.41
0.000
23.833
183.82
8.54
185.32
0.000
23.917
182.80
8.53
184.26
0.000
24.000
181.80
8.52
183.23
0.000
****************************************************************************
FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 187.800 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.412 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.
THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM)
MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.
VALLEY(DEVELOPED) S -GRAPH SELECTED
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.232
LOW LOSS FRACTION = 0.195
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= 0.47
SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 0.96
SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.27
SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.34
SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.39
SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 8.00
*USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.979
30 -MINUTE FACTOR = 0.979
1 -HOUR FACTOR = 0.979
3 -HOUR FACTOR = 0.997
6 -HOUR FACTOR = 0.999
24-HOUR FACTOR = 0.999
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 20.246
UNIT HYDROGRAPH HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
1.168
26.528
2
4.784
82.124
3
13.745
203.533
4
26.090
280.381
5
41.538
350.856
6
58.722
390.273
7
73.341
332.019
8
83.159
222.988
9
89.547
145.094
10
93.612
92.318
11
96.183
58.390
12
97.737
35.298
13
98.339
13.678
14
98.718
8.619
15
99.098
8.622
16
99.478
8.619
17
99.857
8.619
18
100.000
3.245
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0172
0.0034
0.0138
2
0.0172
0.0034
0.0139
3
0.0173
0.0034
0.0139
4
0.0173
0.0034
0.0139
5
0.0173
0.0034
0.0140
6
0.0174
0.0034
0.0140
7
0.0174
0.0034
0.0140
8
0.0174
0.0034
0.0140
9
0.0175
0.0034
0.0141
10
0.0175
0.0034
0.0141
11
0.0176
0.0034
0.0141
12
0.0176
0.0034
0.0141
13
0.0176
0.0034
0.0142
14
0.0177
0.0034
0.0142
15
0.0177
0.0035
0.0143
16
0.0177
0.0035
0.0143
17
0.0178
0.0035
0.0143
18
0.0178
0.0035
0.0143
19
0.0179
0.0035
0.0144
20
0.0179
0.0035
0.0144
21
0.0179
0.0035
0.0144
22
0.0180
0.0035
0.0145
23
0.0180
0.0035
0.0145
24
0.0180
0.0035
0.0145
25
0.0181
0.0035
0.0146
26
0.0181
0.0035
0.0146
27
0.0182
0.0035
0.0146
28
0.0182
0.0036
0.0147
29
0.0183
0.0036
0.0147
30
0.0183
0.0036
0.0147
31
0.0183
0.0036
0.0148
32
0.0184
0.0036
0.0148
33
0.0184
0.0036
0.0148
34
0.0185
0.0036
0.0149
35
0.0185
0.0036
0.0149
36
0.0186
0.0036
0.0149
37
0.0186
0.0036
0.0150
38
0.0186
0.0036
0.0150
39
0.0187
0.0036
0.0151
40
0.0187
0.0037
0.0151
41
0.0188
0.0037
0.0151
42
0.0188
0.0037
0.0152
43
0.0189
0.0037
0.0152
44
0.0189
0.0037
0.0152
45
0.0190
0.0037
0.0153
46
0.0190
0.0037
0.0153
47
0.0191
0.0037
0.0154
48
0.0191
0.0037
0.0154
49
0.0192
0.0037
0.0155
50
0.0192
0.0037
0.0155
51
0.0193
0.0038
0.0155
52
0.0193
0.0038
0.0156
53
0.0194
0.0038
0.0156
54
0.0194
0.0038
0.0156
55
0.0195
0.0038
0.0157
56
0.0195
0.0038
0.0157
57
0.0196
0.0038
0.0158
58
0.0197
0.0038
0.0158
59
0.0197
0.0038
0.0159
60
0.0198
0.0039
0.0159
61
0.0198
0.0039
0.0160
62
0.0199
0.0039
0.0160
63
0.0200
0.0039
0.0161
64
0.0200
0.0039
0.0161
65
0.0201
0.0039
0.0162
66
0.0201
0.0039
0.0162
67
0.0202
0.0039
0.0163
68
0.0202
0.0039
0.0163
69
0.0203
0.0040
0.0164
70
0.0204
0.0040
0.0164
71
0.0204
0.0040
0.0165
72
0.0205
0.0040
0.0165
73
0.0206
0.0040
0.0166
74
0.0206
0.0040
0.0166
75
0.0207
0.0040
0.0167
76
0.0208
0.0040
0.0167
77
0.0208
0.0041
0.0168
78
0.0209
0.0041
0.0168
79
0.0210
0.0041
0.0169
80
0.0210
0.0041
0.0169
81
0.0211
0.0041
0.0170
82
0.0212
0.0041
0.0170
83
0.0213
0.0041
0.0171
84
0.0213
0.0042
0.0172
85
0.0214
0.0042
0.0172
86
0.0215
0.0042
0.0173
87
0.0216
0.0042
0.0174
88
0.0216
0.0042
0.0174
89
0.0217
0.0042
0.0175
90
0.0218
0.0042
0.0175
91
0.0219
0.0043
0.0176
92
0.0219
0.0043
0.0177
93
0.0221
0.0043
0.0178
94
0.0221
0.0043
0.0178
95
0.0222
0.0043
0.0179
96
0.0223
0.0043
0.0179
97
0.0224
0.0044
0.0180
98
0.0225
0.0044
0.0181
99
0.0226
0.0044
0.0182
100
0.0226
0.0044
0.0182
101
0.0228
0.0044
0.0183
102
0.0228
0.0045
0.0184
103
0.0230
0.0045
0.0185
104
0.0230
0.0045
0.0185
105
0.0232
0.0045
0.0186
106
0.0232
0.0045
0.0187
107
0.0234
0.0046
0.0188
108
0.0234
0.0046
0.0189
109
0.0236
0.0046
0.0190
110
0.0237
0.0046
0.0190
111
0.0238
0.0046
0.0192
112
0.0239
0.0047
0.0192
113
0.0240
0.0047
0.0193
114
0.0241
0.0047
0.0194
115
0.0243
0.0047
0.0195
116
0.0243
0.0047
0.0196
117
0.0245
0.0048
0.0197
118
0.0246
0.0048
0.0198
119
0.0247
0.0048
0.0199
120
0.0248
0.0048
0.0200
121
0.0250
0.0049
0.0201
122
0.0251
0.0049
0.0202
123
0.0253
0.0049
0.0204
124
0.0254
0.0049
0.0204
125
0.0256
0.0050
0.0206
126
0.0257
0.0050
0.0207
127
0.0259
0.0050
0.0208
128
0.0260
0.0051
0.0209
129
0.0262
0.0051
0.0211
130
0.0263
0.0051
0.0211
131
0.0265
0.0052
0.0213
132
0.0266
0.0052
0.0214
133
0.0268
0.0052
0.0216
134
0.0269
0.0053
0.0217
135
0.0272
0.0053
0.0219
136
0.0273
0.0053
0.0220
137
0.0275
0.0054
0.0222
138
0.0277
0.0054
0.0223
139
0.0279
0.0054
0.0225
140
0.0281
0.0055
0.0226
141
0.0283
0.0055
0.0228
142
0.0285
0.0056
0.0229
143
0.0288
0.0056
0.0231
144
0.0289
0.0056
0.0233
145
0.0254
0.0049
0.0204
146
0.0255
0.0050
0.0206
147
0.0259
0.0050
0.0208
148
0.0261
0.0051
0.0210
149
0.0264
0.0052
0.0213
150
0.0266
0.0052
0.0214
151
0.0270
0.0053
0.0217
152
0.0272
0.0053
0.0219
153
0.0276
0.0054
0.0222
154
0.0278
0.0054
0.0224
155
0.0283
0.0055
0.0228
156
0.0285
0.0056
0.0230
157
0.0290
0.0057
0.0234
158
0.0293
0.0057
0.0236
159
0.0298
0.0058
0.0240
160
0.0301
0.0059
0.0242
161
0.0307
0.0060
0.0247
162
0.0310
0.0060
0.0249
163
0.0316
0.0062
0.0254
164
0.0319
0.0062
0.0257
165
0.0326
0.0064
0.0263
166
0.0330
0.0064
0.0266
167
0.0338
0.0066
0.0272
168
0.0342
0.0067
0.0275
169
0.0373
0.0073
0.0301
170
0.0378
0.0074
0.0304
171
0.0388
0.0076
0.0312
172
0.0393
0.0077
0.0316
173
0.0404
0.0079
0.0325
174
0.0410
0.0080
0.0330
175
0.0423
0.0083
0.0341
176
0.0430
0.0084
0.0346
177
0.0445
0.0087
0.0359
178
0.0454
0.0088
0.0365
179
0.0472
0.0092
0.0380
180
0.0482
0.0094
0.0388
181
0.0505
0.0099
0.0407
182
0.0518
0.0101
0.0417
183
0.0548
0.0107
0.0441
184
0.0565
0.0110
0.0454
185
0.0429
0.0084
0.0345
186
0.0453
0.0088
0.0365
187
0.0514
0.0100
0.0414
188
0.0554
0.0108
0.0446
189
0.0659
0.0128
0.0530
190
0.0744
0.0145
0.0599
191
0.1063
0.0193
0.0870
192
0.1465
0.0193
0.1272
193
0.4601
0.0193
0.4408
194
0.0866
0.0169
0.0697
195
0.0603
0.0118
0.0486
196
0.0481
0.0094
0.0387
197
0.0583
0.0114
0.0470
198
0.0532
0.0104
0.0428
199
0.0493
0.0096
0.0397
200
0.0463
0.0090
0.0372
201
0.0438
0.0085
0.0352
202
0.0417
0.0081
0.0335
203
0.0398
0.0078
0.0321
204
0.0383
0.0075
0.0308
205
0.0346
0.0068
0.0279
206
0.0334
0.0065
0.0269
207
0.0323
0.0063
0.0260
208
0.0313
0.0061
0.0252
209
0.0304
0.0059
0.0244
210
0.0295
0.0058
0.0238
211
0.0288
0.0056
0.0232
212
0.0281
0.0055
0.0226
213
0.0274
0.0053
0.0221
214
0.0268
0.0052
0.0216
215
0.0262
0.0051
0.0211
216
0.0257
0.0050
0.0207
217
0.0291
0.0057
0.0234
218
0.0286
0.0056
0.0230
219
0.0282
0.0055
0.0227
220
0.0278
0.0054
0.0224
221
0.0274
0.0053
0.0221
222
0.0270
0.0053
0.0218
223
0.0267
0.0052
0.0215
224
0.0264
0.0051
0.0212
225
0.0261
0.0051
0.0210
226
0.0258
0.0050
0.0207
227
0.0255
0.0050
0.0205
228
0.0252
0.0049
0.0203
229
0.0249
0.0049
0.0201
230
0.0247
0.0048
0.0199
231
0.0244
0.0048
0.0197
232
0.0242
0.0047
0.0195
233
0.0239
0.0047
0.0193
234
0.0237
0.0046
0.0191
235
0.0235
0.0046
0.0189
236
0.0233
0.0045
0.0188
237
0.0231
0.0045
0.0186
238
0.0229
0.0045
0.0184
239
0.0227
0.0044
0.0183
240
0.0225
0.0044
0.0181
241
0.0223
0.0044
0.0180
242
0.0222
0.0043
0.0178
243
0.0220
0.0043
0.0177
244
0.0218
0.0043
0.0176
245
0.0217
0.0042
0.0175
246
0.0215
0.0042
0.0173
247
0.0214
0.0042
0.0172
248
0.0212
0.0041
0.0171
249
0.0211
0.0041
0.0170
250
0.0209
0.0041
0.0169
251
0.0208
0.0041
0.0167
252
0.0207
0.0040
0.0166
253
0.0205
0.0040
0.0165
254
0.0204
0.0040
0.0164
255
0.0203
0.0040
0.0163
256
0.0202
0.0039
0.0162
257
0.0200
0.0039
0.0161
258
0.0199
0.0039
0.0160
259
0.0198
0.0039
0.0159
260
0.0197
0.0038
0.0159
261
0.0196
0.0038
0.0158
262
0.0195
0.0038
0.0157
263
0.0194
0.0038
0.0156
264
0.0193
0.0038
0.0155
265
0.0192
0.0037
0.0154
266
0.0191
0.0037
0.0153
267
0.0190
0.0037
0.0153
268
0.0189
0.0037
0.0152
269
0.0188
0.0037
0.0151
270
0.0187
0.0036
0.0150
271
0.0186
0.0036
0.0150
272
0.0185
0.0036
0.0149
273
0.0184
0.0036
0.0148
274
0.0183
0.0036
0.0147
275
0.0182
0.0036
0.0147
276
0.0182
0.0035
0.0146
277
0.0181
0.0035
0.0145
278
0.0180
0.0035
0.0145
279
0.0179
0.0035
0.0144
280
0.0178
0.0035
0.0144
281
0.0178
0.0035
0.0143
282
0.0177
0.0034
0.0142
283
0.0176
0.0034
0.0142
284
0.0175
0.0034
0.0141
285
0.0175
0.0034
0.0141
286
0.0174
0.0034
0.0140
287
0.0173
0.0034
0.0139
288
0.0172
0.0034
0.0139
TOTAL
STORM RAINFALL(INCHES) =
7.99
TOTAL
SOIL-LOSS(INCHES) = 1.48
TOTAL
EFFECTIVE RAINFALL(INCHES)
= 6.51
----------------------------------------------------------------------------
TOTAL SOIL -LOSS
VOLUME(ACRE-FEET) =
23.1214
TOTAL STORM
----------------------------------------------------------------------------
RUNOFF VOLUME(ACRE-FEET)
= 101.9007
2 4- H O U R S T 0 R M
R U N O F F H Y D R O G R A P H
HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
is at END of Each Unit Intervals)
----------------------------------------------------------------------------
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0. 100.0 200.0 300.0 400.0
0.083
0.0025
0.37
Q ,
0.167
0.0129
1.50
Q
0.250
0.0427
4.33
Q ,
0.333
0.0993
8.21
Q ,
0.417
0.1894
13.09
VQ ,
0.500
0.3169
18.51
VQ
0.583
0.4763
23.15
V Q ,
0.667
0.6573
26.28
V Q
0.750
0.8525
28.34
V Q ,
0.833
1.0568
29.68
V Q
0.917
1.2672
30.54
V Q
1.000
1.4814
31.09
V Q
1.083
1.6972
31.35
V Q
1.167
1.9144
31.53
V Q
1.250
2.1328
31.72
V Q ,
1.333
2.3526
31.90
V Q ,
1.417
2.5736
32.09
.V Q
1.500
2.7953
32.20
.V Q
1.583
3.0176
32.27
,V Q
1.667
3.2403
32.34
V Q
1.750
3.4635
32.41
V Q
1.833
3.6872
32.48
V Q
1.917
3.9113
32.55
.V Q
2.000
4.1360
32.62
V Q
2.083
4.3611
32.69
V Q
2.167
4.5868
32.76
.V Q
2.250
4.8129
32.84
.V Q
2.333
5.0396
32.91
V Q ,
2.417
5.2667
32.98
VQ
2.500
5.4944
33.06
VQ
2.583
5.7226
33.13
VQ
2.667
5.9513
33.21
VQ
2.750
6.1805
33.29
VQ
2.833
6.4103
33.36
VQ
2.917
6.6406
33.44
VQ ,
3.000
6.8715
33.52
VQ
3.083
7.1029
33.60
VQ
3.167
7.3348
33.68
VQ
3.250
7.5673
33.76
VQ
3.333
7.8004
33.84
Q ,
3.417
8.0340
33.92
Q
3.500
8.2682
34.00
Q ,
3.583
8.5029
34.09
Q
3.667
8.7383
34.17
Q
3.750
8.9742
34.26
Q
3.833
9.2107
34.34
Q
3.917
9.4478
34.43
Q
4.000
9.6855
34.52
Q
4.083
9.9238
34.60
Q
4.167
10.1628
34.69
Q
4.250
10.4023
34.78
QV
4.333
10.6425
34.87
QV
4.417
10.8833
34.96
QV
4.500
11.1247
35.06
QV
4.583
11.3668
35.15
QV
4.667
11.6095
35.24
QV
4.750
11.8529
35.34
QV
4.833
12.0969
35.43
QV
4.917
12.3416
35.53
QV
5.000
12.5870
35.63
QV
5.083
12.8331
35.73
Q V
5.167
13.0798
35.83
Q V
5.250
13.3272
35.93
Q V
5.333
13.5754
36.03
Q V
5.417
13.8242
36.13
Q V
5.500
14.0738
36.24
Q V
5.583
14.3241
36.34
Q V
5.667
14.5751
36.45
Q V
5.750
14.8268
36.55
Q V
5.833
15.0793
36.66
Q V
5.917
15.3326
36.77
Q V
6.000
15.5866
36.88
Q V
6.083
15.8414
37.00
Q V
6.167
16.0970
37.11
Q V
6.250
16.3533
37.22
Q V
6.333
16.6105
37.34
Q V
6.417
16.8685
37.46
Q V
6.500
17.1272
37.57
Q V
6.583
17.3868
37.69
Q V
6.667
17.6473
37.82
Q V
6.750
17.9086
37.94
Q V
6.833
18.1707
38.06
Q v
6.917
18.4337
38.19
Q V
7.000
18.6976
38.32
Q V
7.083
18.9624
38.44
Q V
7.167
19.2280
38.57
Q V
7.250
19.4946
38.71
Q V
7,333
19.7621
38.84
Q v
7.417
20.0305
38.98
Q V
7.500
20.2999
39.11
Q V
7.583
20.5702
39.25
Q v .
7.667
20.8415
39.39
Q V .
7.750
21.1138
39.53
Q V .
7.833
21,3870
39.68
Q v .
7.917
21.6613
39.82
Q v .
8.000
21.9366
39.97
Q v .
8.083
22.2129
40.12
Q v .
8.167
22.4903
40.27
Q v .
8.250
22.7688
40.43
Q v .
8.333
23.0483
40.59
Q V.
8.417
23.3289
40.75
Q V.
8.500
23.6106
40.91
Q V.
8.583
23.8935
41.07
Q
V.
8.667
24.1774
41.23
Q
V.
8.750
24.4626
41.40
Q
V.
8.833
24.7489
41.57
Q
V.
8.917
25.0364
41.75
Q
V.
9.000
25.3252
41.92
Q
V.
9.083
25.6151
42.10
Q
V
9.167
25.9063
42.28
Q
v
9.250
26.1988
42.47
Q
v
9.333
26.4926
42.66
Q
v
9.417
26.7877
42.85
Q
v
9.500
27.0841
43.04
Q
v
9.583
27.3818
43.24
Q
v
9.667
27.6810
43.44
Q
v
9.750
27.9815
43.64
Q
v
9.833
28.2835
43.85
Q
v
9.917
28.5869
44.06
Q
V
10.000
28.8918
44.27
Q
v
10.083
29.1982
44.49
Q
v
10.167
29.5062
44.71
Q
v
10.250
29.8157
44.94
Q
v
10.333
30.1267
45.17
Q
v
10.417
30.4394
45.40
Q
v
10.500
30.7538
45.64
Q
v
10.583
31.0698
45.89
Q
v
10.667
31.3875
46.13
Q
v
10.750
31.7070
46.39
Q
v
10.833
32.0282
46.65
Q
v
10.917
32.3513
46.91
Q
v
11.000
32.6762
47.18
Q
v
11.083
33.0031
47.46
Q
v
11.167
33.3318
47.74
Q
v
11.250
33.6626
48.02
Q
v
11.333
33.9953
48.32
Q
v
11.417
34.3302
48.62
Q
v
11.500
34.6671
48.92
Q
v
11.583
35.0063
49.24
Q
v
11.667
35.3476
49.56
Q
v
11.750
35.6912
49.89
Q
v
11.833
36.0371
50.23
Q
v
11.917
36.3854
50.58
Q
v
12.000
36.7362
50.93
Q
v
12.083
37.0889
51.21
Q
v
12.167
37.4424
51.33
Q
V
12.250
37.7943
51.09
Q
v
12.333
38.1429
50.62
Q
v
12.417
38.4869
49.95
Q
v
12.500
38.8255
49.17
Q
v
12.583
39.1602
48.59
Q
v
12.667
39.4932
48.36
Q
v
12.750
39.8265
48.39
Q
v
12.833
40.1613
48.60
Q
v
12.917
40.4983
48.94
Q
v
13.000
40.8383
49.36
Q
v
13.083
41.1818
49.88
Q
v
13.167
41.5290
50.42
Q
v
13.250
41.8802
50.99
Q
v
13.333
42.2354
51.58
Q
V
13.417
42.5949
52.20
Q
v
13.500
42.9589
52.85
Q
V
13.583
43.3277
53.55
Q
v
13.667
43.7015
54.28
Q
v
13.750
44.0806
55.04
Q
V
13.833
44.4651
55.83
Q
V
13.917
44.8554
56.66
Q
v
14.000
45.2516
57.53
Q
v
14.083
45.6545
58.50
Q
v
14.167
46.0651
59.61
Q
v .
14.250
46.4852
61.01
Q
V .
14.333
46.9163
62.59
Q
v .
14.417
47.3596
64.37
Q
v .
14.500
47.8161
66.28
Q
V .
14.583
48.2856
68.17
Q
v .
14.667
48.7671
69.92
Q
V.
14.750
49.2605
71.64
Q
V.
14.833
49.7657
73.35
Q
V.
14.917
50.2831
75.13
Q
V.
15.000
50.8133
76.99
Q
V.
15.083
51.3572
78.98
Q
V
15.167
51.9159
81.12
Q
v
15.250
52.4910
83.50
Q
V
15.333
53.0839
86.10
Q
v
15.417
53.6945
88.66
Q
V
15.500
54.3196
90.76
Q.
v
15.583
54.9508
91.65
Q.
v
15.667
55.5844
92.01
Q.
v
15.750
56.2198
92.26
Q.
v
15.833
56.8605
93.03
Q.
v
15.917
57.5267
96.73
Q.
v
16.000
58.2541
105.62
Q
v
16.083
59.1477
129.74
Q
v
16.167
60.3101
168.79
Q v
16.250
61.8868
228.93
Q V
16.333
63.7387
268.90
VQ
16.417
65.7910
297.99
v Q.
16.500
67.8868
304.32
v Q
16.583
69.7384
268.85
QV
16.667
71.2127
214.07
Q
V
16.750
72.4005
172.46
Q
v .
16.833
73.3873
143.29
Q
V .
16.917
74.2332
122.83
Q
V.
17.000
74.9710
107.13
Q
V.
17.083
75.6150
93.51
Q.
V.
17.167
76.2129
86.82
Q
V.
17.250
76.7810
82.48
Q
v
17.333
77.3207
78.36
Q
V
17.417
77.8307
74.06
Q
V
17.500
78.3005
68.20
Q
v
17.583
78.7395
63.74
Q
v
17.667
79.1599
61.05
Q
v
17.750
79.5650
58.82
Q
V
17.833
79.9566
56.85
Q
v
17.917
80.3359
55.08
Q
v
18.000
80.7045
53.51
Q
v
18.083
81.0639
52.19
Q
V
18.167
81.4162
51.16
Q
V
18.250
81.7646
50.60
Q
V
18.333
82.1115
50.37
Q
V
18.417
82.4588
50.43
Q
V
18.500
82.8080
50.70
Q
V
18.583
83.1582
50.85
Q
V
18.667
83.5076
50.73
Q
V
18.750
83.8548
50.42
Q
V
18.833
84.1990
49.98
Q
V
18.917
84.5398
49.48
Q
V
19.000
84.8768
48.93
Q
V
19.083
85.2098
48.36
Q
V
19.167
85.5390
47.79
Q
V
19.250
85.8644
47.25
Q
V
19.333
86.1863
46.74
Q
V
19.417
86.5048
46.25
Q
V
19,500
86.8199
45.76
Q
V
19.583
87.1317
45.28
Q
V
19.667
87.4404
44.82
Q
V
19.750
87.7460
44.37
Q
V
19.833
88.0486
43.94
Q
V
19.917
88.3484
43.53
Q
V
20.000
88.6454
43.13
Q
V
20.083
88.9397
42.74
Q
V
20.167
89.2315
42.36
Q
V
20.250
89.5207
42.00
Q
V
20.333
89.8075
41.65
Q
V
20.417
90.0920
41.30
Q
V
20.500
90.3742
40.97
Q
V
20.583
90.6542
40.65
Q
V
20.667
90.9320
40.34
Q
V
20.750
91.2077
40.03
Q
V
20.833
91.4813
39.74
Q
V
20.917
91.7530
39.45
Q
V
21.000
92.0228
39.17
Q
V
21.083
92.2906
38.89
Q
V
21.167
92.5566
38.63
Q
V
21.250
92.8209
38.36
Q
V
21.333
93.0833
38.11
Q
V
21.417
93.3441
37.86
Q
V
21.500
93.6032
37.62
Q
V
21.583
93.8606
37.38
Q
V
21.667
94.1165
37.15
Q
V
21.750
94.3708
36.92
Q
V
21.833
94.6236
36.70
Q
V
21.917
94.8748
36.49
Q
V
22.000
95.1247
36.27
Q
V
22.083
95.3731
36.07
Q
V
22.167
95.6200
35.86
Q
p
22.250
95.8657
35.66
Q
V
22.333
96.1099
35.47
Q
V
22.417
96.3529
35.28
Q
V
22.500
96.5945
35.09
Q
V
22.583
96.8349
34.90
Q
V ,
22.667
97.0740
34.72
Q
V .
22.750
97.3119
34.55
Q
V ,
22.833
97,5487
34.37
VOLUME(AF)
Q
V ,
22.917
97.7842
34.20
Q
Q
V ,
23.000
98.0186
34.03
0.0427
Q
V ,
23.083
98.2518
33.87
Q
Q
V .
23.167
98.4839
33.70
0.3169
Q
V ,
23.250
98.7150
33.55
Q
Q
V ,
23.333
98.9449
33.39
1.3390
Q
V .
23.417
99.1738
33.23
V Q
Q
V ,
23.500
99.4017
33.08
3.8983
Q
V.
23.583
99.6285
32.93
Q
V.
23.667
99.8543
32.79
Q
V.
23.750
100.0791
32.64
Q
V.
23.833
100.3029
32.50
Q
V.
23.917
100.5258
32.36
Q
V.
24.000
100.7477
32.22
Q
V.
24.083
100.9662
31.72
Q
V.
24.167
101.1760
30.45
Q
V.
24.250
101.3654
27.51
Q
V.
24.333
101.5275
23.53
Q
V.
24.417
101.6554
18.58
Q
V.
24.500
101.7457
13.11
Q
V.
24.583
101.8040
8.46
Q
V.
24.667
101.8408
5.35
Q
V.
24.750
101.8636
3.32
Q
V.
24.833
101.8776
2.03
Q
V.
24.917
101.8859
1.21
Q
V.
25.000
101.8909
0.72
Q
V.
25.083
101.8945
0.53
Q
V.
25.167
101.8973
0.41
Q
V.
25.250
101.8993
0.29
Q
V.
25.333
101.9004
0.16
Q
V.
25.417
101.9007
0.05
Q
V.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 11
----------------------------------------------------------------------------
>>>>>VIEW STREAM NUMBER 1 HYDROGRAPH «« <
STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated
----------------------------------------------------------------------------
is at END of Each Unit Intervals)
TIME(HRS)
----------------------------------------------------------------------------
VOLUME(AF)
Q(CFS)
0. 350.0 700.0 1050.0 1400.0
0.083
0.0025
0.37
Q
0.167
0.0129
1.50
Q
0.250
0.0427
4.33
Q
0.333
0.0993
8.21
Q
0.417
0.1894
13.09
Q
0.500
0.3169
18.51
Q
0.583
0.4763
23.15
Q
0.667
0.6573
26.28
Q
0.750
1.3390
98.98
V Q
0.833
2.3266
143.40
V Q
0.917
3.0950
111.57
V Q
1.000
3.8983
116.65
V Q
1.083
4.6988
116.24
V Q
1.167
5.4950
115.60
V Q
1.250
6.2953
116.20
V Q
1.333
7.1021
117.15
V Q
1.417
7.9177
118.42
V Q
1.500
8.7380
119.11
V Q
1.583
9.5580
119.07
V Q
1.667
10.3809
119.48
V Q
1.750
11.2542
126.81
V Q
1.833
12.2460
144.01
V Q
1.917
13.3128
154.89
V Q
2.000
14.4230
161.21
V Q
2.083
15.6110
172.50
V Q
2.167
16.8412
178.62
V
Q
2.250
18.0822
180.20
V
Q
2.333
19.3450
183.36
V
Q
2.417
20.6246
185.80
V
Q
2.500
21.9194
188.00
V
Q
2.583
23.2287
190.12
V
Q
2.667
24.5522
192.17
V
Q
2.750
25.8893
194.14
V
Q
2.833
27.2382
195.86
V
Q
2.917
28.5977
197.41
V
Q
3.000
29.9684
199.02
V
Q
3.083
31.3506
200.70
V
Q
3.167
32.7462
202.64
V
Q
3.250
34.1565
204.77
V
Q
3.333
35.5631
204.25
V
Q
3.417
36.9782
205.47
V
Q
3.500
38.4013
206.64
V
Q
3.583
39.8322
207.76
V
Q
3.667
41.2702
208.81
V
Q
3.750
42.7153
209.83
V
Q
3.833
44.1673
210.82
V
Q
3.917
45.6258
211.79
V
Q
4.000
47.0908
212.71
V
Q
4.083
48.5620
213.61
V
Q
4.167
50.0392
214.49
V
Q
4.250
51.5223
215.35
V
Q
4.333
53.0112
216.19
V
Q
4.417
54.5058
217.01
V
Q
4.500
56.0058
217.81
V
Q
4.583
57.5114
218.60
V
Q
4.667
59.0222
219.38
V
Q
4.750
60.5383
220.14
V
Q
4.833
62.0597
220.90
V
Q
4.917
63.5862
221.65
V
Q
5.000
65.1178
222.39
V
Q
5.083
66.6544
223.12
V
Q
5.167
68.1961
223.85
V
Q
5.250
69.7427
224.57
V
Q
5.333
71.2943
225.29
V
Q
5.417
72.8507
225.99
V
Q
5.500
74.4118
226.69
V
Q
5.583
75.9779
227.38
V
Q
5.667
77.5487
228.08
V
Q
5.750
79.1243
228.79
V
Q
5.833
80.7049
229.49
V Q ,
5.917
82.2903
230.20
VQ
6.000
83.8806
230.91
VQ
6.083
85.4758
231.63
VQ
6.167
87.0760
232.35
VQ
6.250
88.6812
233.07
VQ ,
6.333
90.2914
233.80
VQ
6.417
91.9067
234.54
VQ ,
6.500
93,5271
235.28
VQ ,
6.583
95.1534
236.14
VQ ,
6.667
96.7857
237.02
VQ ,
6.750
98.4216
237,52
Q ,
6.833
100.0627
238.29
Q
6.917
101.7091
239.06
Q
7.000
103.3610
239.85
Q ,
7,083
105,0182
240.64
Q ,
7,167
106.6810
241.43
Q ,
7.250
108.3493
242.24
Q
"7,333
110.0232
243.05
Q
7,417
111.7028
243.87
Q ,
7.500
113.3881
244.71
QV
7.583
115.0792
245.55
Q ,
7.667
116.7762
246.40
Q ,
7.750
118.4791
247.26
Q
7.833
120.1880
248.13
Q ,
7.917
121.9029
249.01
Q ,
8.000
123,6239
249.89
Q ,
8.083
125.3511
250.79
Q ,
8.167
127.0846
251.70
Q ,
8.250
128.8244
252.63
Q ,
8.333
130.5707
253.56
QV ,
8.417
132.3235
254.51
QV .
8.500
134.0829
255.47
QV
8.583
135.8491
256.44
QV .
8.667
137.6220
257.43
QV ,
8.750
139.4018
258.43
QV .
8.833
141.1886
259.45
QV .
8.917
142,9826
260.48
QV .
9.000
144.7838
261.53
QV ,
9.083
146.5919
262.54
Q V. ,
9.167
148.4070
263.55
Q V. ,
9.250
150.2296
264.65
Q V.
9.333
152.0599
265.75
Q V.
9.417
153.8979
266.88
Q V. ,
9.500
155.7438
268.02
Q V. ,
9.583
157.5977
269.19
Q V. ,
9.667
159.4597
270_37
Q V. ,
9.750
161.3300
271.57
Q V. ,
9.833
163.2087
272.78
Q V ,
9.917
165.0959
274.02
Q V ,
10.000
166.9918
275.28
Q V ,
10.083
168.8966
276.57
Q V ,
10.167
170,8103
277.87
Q V ,
10.250
172.7331
279.20
Q V ,
10.333
174.6652
280.54
Q V ,
10.417
176.6068
281.92
Q V
10.500
178.5579
283.31
Q .V ,
10.583
180.5189
284.73
Q .V
10.667
182.4899
286.18
Q .v
10.750
184.4710
287.66
Q ,v
10.833
186.4626
289.17
Q .V
10.917
188.4647
290.71
Q .V
11.000
190.4776
292.27
Q .v
11.083
192.5015
293.87
Q .v
11.167
194.5367
295.50
Q V
11.250
196.5832
297.16
Q V
11.333
198.6414
298.85
Q V
11.417
200.7116
300.59
Q V
11.500
202.7940
302.36
Q V
11.583
204.8889
304.18
Q V
11.667
206.9966
306.03
Q V
11.750
209.1173
307.93
Q V
11.833
211.2512
309.85
Q V
11.917
213.3987
311.81
Q V
12.000
215.5600
313.82
Q V
12.083
217.7351
315.82
Q. V
12.167
219.9220
317.54
Q. V
12.250
222.1131
318.15
Q. V
12.333
224.2981
317.27
Q. V
12.417
226.4689
315.19
Q. V
12.500
228.6235
312.85
Q V
12.583
230.7660
311.09
Q V
12.667
232.9029
310.28
Q V
12.750
235.0400
310.32
Q V
12.833
237.1820
311.02
Q V
12.917
239.3323
312.22
Q V
13.000
241.4935
313.81
Q V
13.083
243.6679
315.72
Q. V
13.167
245.8571
317.86
Q. V
13.250
248.0624
320.21
Q. V
13.333
250.2851
322.74
Q. V
13.417
252.5267
325.48
Q. V
13.500
254.7884
328.39
Q. V
13.583
257.0713
331.48
Q. V
13.667
259.3773
334.83
Q. V
13.750
261.7078
338.39
Q. V
13.833
264.0640
342.12
Q. V
13.917
266.4473
346.05
Q. V
14.000
268.8588
350.14
Q V
14.083
271.3001
354.48
Q V
14.167
273.7737
359.17
Q V
14.250
276.2860
364.79
Q V
14.333
278.8454
371.63
Q V
14.417
281.4591
379.51
Q V
14.500
284.1303
387.85
Q V
14.583
286.8592
396.23
Q V
14.667
289.6383
403.53
Q V
14.750
292.4722
411.49
Q V .
14.833
295.3640
419.88
Q V .
14.917
298.3161
428.65
Q V .
15.000
301.3312
437.79
Q V .
15.083
304.4134
447.53
Q V .
15.167
307.5679
458.04
Q V.
15.250
310.8016
469.54
Q V.
15.333
314.1221
482.14
Q V.
15.417
317.5345
495.48
Q V.
15.500
321.0374
508.63
Q V.
15.583
324.6040
517.86
Q V
15.667
328.1949
521.40
Q V
15.750
331.7910
522.16
Q V
15.833
335.4131
525.93
Q V
15.917
339.1244
538.88
Q V
16.000
343.02'43
566.27
Q V
16.083
347.3529
628.51
Q v
16.167
352.5609
756.21
Q
16.250
359.3530
986.21
V Q .
16.333
367.8639
1235.78
V
16.417
377.1738
1351.80
V
16.500
386.4609
1348.50
V
16.583
395.0948
1253.64
V
16.667
402.7737
1114.97
V Q
16.750
409.4763
973.22
V Q
16.833
415.3470
852.43
QV
16.917
420.6816
774.59
Q V
17.000
425.6190
716.92
Q V
17.083
430.2561
673.31
Q. V
17.167
434.6996
645.19
Q V
17.250
438.9825
621.89
Q V
17.333
443.1193
600.66
Q V
17.417
447.1171
580.48
Q V
17.500
450.9784
560.67
Q V
17.583
454.7260
544.16
Q V ,
17.667
458.3786
530.36
Q V .
17.750
461.9474
518.18
Q V ,
17.833
465.4380
506.85
Q V ,
17.917
468.8539
495.98
Q V ,
18.000
472.1954
485.19
Q V.
18.083
475.4721
475.77
Q V.
18.167
478.6880
466.96
Q V.
18.250
481.8535
459.62
Q V.
18.333
484.9817
454.22
Q V.
18.417
488.0826
450.25
Q V
18.500
491.1582
446.57
Q V
18.583
494.2042
442.29
Q V
18.667
497.2153
437.21
Q V
18.750
500.1880
431.63
Q V
18.833
503.1197
425.68
Q V
18.917
506.0097
419.64
Q V
19.000
508.8582
413.60
Q V
19.083
511.6647
407.50
Q V
19.167
514.4286
401.31
Q v
19.250
517.1494
395.06
Q V
19.333
519.8273
388.83
Q V
19.417
522.4630
382.71
Q V
19.500
525.0557
376.46
Q V
19.583
527.6032
369.90
Q V
19.667
530.1124
364.33
Q V
19.750
532.5846
358.96
Q V
19.833
535.0206
353.70
Q V
19.917
537.4213
348.58
Q. V
20.000
539.7876
343.59
Q. V
Q
Q -
Q
Q
20.083
542.1201
338.67
Q.
V
20.167
544.4191
333.82
Q.
v
20.250
546.6846
328.96
Q.
v
20.333
548,9177
324.24
Q.
V
20.417
551.1196
319.73
Q.
V
20.500
553.2915
315.36
Q.
V
20.583
555.4346
311.18
Q
V
20.667
557.5506
307.23
Q
V
20.750
559.6404
303.44
Q
V
20.833
561.7051
299.79
Q
V
20.917
563.7454
296.25
Q
v
21.000
565.7621
292.83
Q
V
21.083
567.7560
289.51
Q
V
21.167
569.7278
286.30
Q
V
21.250
571.6782
283.19
Q
V
21.333
573.6068
280.03
Q
V
21.417
575.5131
276.80
Q
V
21.500
577.3971
273.56
Q
V
21.583
579.2594
270.41
Q
V
21.667
581.1008
267.38
Q
V
21.750
582.9222
264.47
Q
V
21.833
584.7244
261.68
Q
V
21.917
586.5082
259.01
Q
v
22.000
588.2733
256.29
Q
V
22.083
590.0205
253.69
Q
v
22.167
591.7515
251.33
Q
v
22.250
593.4668
249.06
Q
U
22.333
595.1669
246.86
Q
V
22.417
596.8525
244.75
Q
V
22.500
598.5242
242.73
Q
V
22.583
600.1824
240.77
Q
v
22.667
601.8276
238.88
Q
V
22.750
603.4603
237.06
Q
V
22.833
605.0808
235.30
Q
V
22.917
606.6896
233.60
Q
v
23.000
608.2914
232.57
Q
v
23.083
609.8796
230.62
Q
V
23.167
611.4552
228.77
Q
V
23.250
613.0201
227.23
Q
V
23.333
614.5748
225.74
Q
V
23.417
616.1196
224.30
Q
V .
23.500
617.6549
222.93
Q
V ,
23.583
619.1812
221.61
Q
V ,
23.667
620.6985
220.31
Q
v ,
23.750
622.2071
219.05
Q
V
23.833
623.7073
217.82
Q
V
23.917
625.1992
216.63
Q
V ,
24.000
626.6831
215.46
Q
V
FLOW PROCESS FROM NODE 110.00 TO NODE 2000.00 IS CODE = 4
----------------------------------------------------------------------------
»»>MODEL PIPEFLOW ROUTING OF STREAM #1««<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 765.00
UPSTREAM ELEVATION(FT) =
DOWNSTREAM ELEVATION(FT) _
PIPE DIAMETER(FT) = 8.00
MANNINGS FACTOR = 0.013
900.00
870.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
0.37
0.50
0.00
0.000
0.167
1.50
0.50
0.00
0.000
0.250
4.33
0.89
0.00
0.000
0.333
8.21
1.70
0.00
0.000
0.417
13.09
2.71
5.52
0.000
0.500
18.51
3.83
26.63
0.000
0.583
23.15
4.79
24.54
0.000
0.667
26.28
5.44
26.43
0.000
0.750
98.98
19.07
98.07
0.000
0.833
143.40
21.01
139.23
0.000
0.917
111.57
19.62
114.47
0.000
1.000
116.65
19.84
116.16
0.000
1.083
116.24
19.82
116.27
0.000
1.167
115.60
19.79
115.66
0.000
1.250
116.20
19.82
116.14
0.000
1.333
117.15
19.86
117.06
0.000
1.417
118.42
19.92
118.30
0.000
1.500
119.11
19.95
119.05
0.000
1.583
119.07
19.94
119.07
0.000
1.667
119.48
19.96
119.44
0.000
1.750
126.81
20.28
126.13
0.000
1.833
144.01
21.04
142.50
0.000
1.917
154.89
21.51
153.98
0.000
2.000
161.21
21.79
160.70
0.000
2.083
172.50
22.28
171.63
0.000
2.167
178.62
22.55
178.16
0.000
2.250
180.20
22.62
180.08
0.000
2.333
183.36
22.73
183.11
0.000
2.417
185.80
22.81
185.60
0.000
2.500
188.00
22.89
187.82
0.000
2.583
190.12
22.96
189.95
0.000
2.667
192.17
23.03
192.01
0.000
2.750
194.14
23.10
193.99
0.000
2.833
195.86
23.15
195.72
0.000
2.917
197.41
23.21
197.28
0.000
3.000
199.02
23.26
198.89
0.000
3.083
200.70
23.32
200.57
0.000
3.167
202.64
23.38
202.49
0.000
3.250
204.77
23.46
204.61
0.000
3.333
204.25
23.44
204.29
0.000
3.417
205.47
23.48
205.38
0.000
3.500
206.64
23.52
206.55
0.000
3.583
207.76
23.56
207.67
0.000
3.667
208.81
23.59
208.73
0.000
3.750
209.83
23.63
209.75
0.000
3.833
210.82
23.66
210.75
0.000
3.917
211.79
23.69
211.71
0.000
4.000
212.71
23.72
212.64
0.000
4.083
213.61
23.75
213.55
0.000
4.167
214.49
23.78
214.43
0.000
4.250
215.35
23.81
215.29
0.000
4.333
216.19
23.84
216.13
0.000
4.417
217.01
23.87
216.95
0.000
4.500
217.81
23.90
217.75
0.000
4.583
218.60
23.92
218.54
0.000
4.667
219.38
23.95
219.32
0.000
4.750
220.14
23.98
220.09
0.000
4.833
220.90
24.00
220.84
0.000
4.917
221.65
24.03
221.59
0.000
5.000
222.39
24.05
222.33
0.000
5.083
223.12
24.08
223.07
0.000
5.167
223.85
24.10
223.80
0.000
5.250
224.57
24.13
224.52
0.000
5.333
225.29
24.15
225.23
0.000
5.417
225.99
24.17
225.94
0.000
5.500
226.69
24.20
226.64
0.000
5.583
227.38
24.22
227.33
0.000
5.667
228.08
24.24
228.03
0.000
5.750
228.79
24.27
228.74
0.000
5.833
229.49
24.29
229.44
0.000
5.917
230.20
24.32
230.15
0.000
6.000
230.91
24.34
230.86
0.000
6.083
231.63
24.36
231.58
0.000
6.167
232.35
24.39
232.30
0.000
6.250
233.07
24.41
233.02
0.000
6.333
233.80
24.44
233.75
0.000
6.417
234.54
24.46
234.49
0.000
6.500
235.28
24.49
235.23
0.000
6.583
236.14
24.52
236.08
0.000
6.667
237.02
24.55
236.96
0.000
6.750
237.52
24.56
237.49
0.000
6.833
238.29
24.59
238.24
0.000
6.917
239.06
24.62
239.01
0.000
7.000
239.85
24.64
239.79
0.000
7.083
240.64
24.67
240.58
0.000
7.167
241.43
24.70
241.38
0.000
7.250
242.24
24.72
242.18
0.000
7.333
243.05
24.75
243.00
0.000
7.417
243.87
24.78
243.82
0.000
7.500
244.71
24.81
244.65
0.000
7.583
245.55
24.83
245.49
0.000
7.667
246.40
24.86
246.34
0.000
7.750
247.26
24.89
247.20
0.000
7.833
248.13
24.92
248.07
0.000
7.917
249.01
24.95
248.95
0.000
8.000
249.89
24.98
249.83
0.000
8.083
250.79
25.01
250.73
0.000
8.167
251.70
25.04
251.64
0.000
8.250
252.63
25.07
252.56
0.000
8.333
253.56
25.11
253.50
0.000
8.417
254.51
25.14
254.44
0.000
8.500
255.47
25.17
255.40
0.000
8.583
256.44
25.20
256.38
0.000
8.667
257.43
25.24
257.36
0.000
8.750
258.43
25.27
258.37
0.000
8.833
259.45
25.30
259.38
0.000
8.917
260.48
25.34
260.41
0.000
9.000
261.53
25.38
261.46
0.000
9.083
262.54
25.41
262.47
0.000
9.167
263.55
25.44
263.49
0.000
9.250
264.65
25.48
264.58
0.000
9.333
265.75
25.52
265.68
0.000
9.417
266.88
25.56
266.81
0.000
9.500
268.02
25.59
267.95
0.000
9.583
269.19
25.63
269.11
0.000
9.667
270.37
25.67
270.29
0.000
9.750
271.57
25.71
271.49
0.000
9.833
272.78
25.74
272.70
0.000
9.917
274.02
25.77
273.94
0.000
10.000
275.28
25.81
275.19
0.000
10.083
276.57
25.84
276.47
0.000
10.167
277.87
25.87
277.78
0.000
10.250
279.20
25.91
279.10
0.000
10.333
280.54
25.94
280.45
0.000
10.417
281.92
25.98
281.82
0.000
10.500
283.31
26.01
283.21
0.000
10.583
284.73
26.05
284.63
0.000
10.667
286.18
26.09
286.08
0.000
10.750
287.66
26.13
287.56
0.000
10.833
289.17
26.17
289.07
0.000
10.917
290.71
26.20
290.60
0.000
11.000
292.27
26.25
292.16
0.000
11.083
293.87
26.29
293.76
0.000
11.167
295.50
26.33
295.39
0.000
11.250
297.16
26.37
297.05
0.000
11.333
298.85
26.42
298.74
0.000
11.417
300.59
26.46
300.47
0.000
11.500
302.36
26.51
302.24
0.000
11.583
304.18
26.55
304.06
0.000
11.667
306.03
26.60
305.91
0.000
11.750
307.93
26.65
307.80
0.000
11.833
309.85
26.70
309.72
0.000
11.917
311.81
26.75
311.68
0.000
12.000
313.82
26.80
313.69
0.000
12.083
315.82
26.85
315.69
0.000
12.167
317.54
26.90
317.42
0.000
12.250
318.15
26.91
318.11
0.000
12.333
317.27
26.89
317.32
0.000
12.417
315.19
26.84
315.33
0.000
12.500
312.85
26.78
313.01
0.000
12.583
311.09
26.73
311.20
0.000
12.667
310.28
26.71
310.33
0.000
12.750
310.32
26.71
310.31
0.000
12.833
311.02
26.73
310.97
0.000
12.917
312.22
26.76
312.14
0.000
13.000
313.81
26.80
313.70
0.000
13.083
315.72
26.85
315.60
0.000
13.167
317.86
26.91
317.72
0.000
13.250
320.21
26.97
320.06
0.000
13.333
322.74
27.03
322.58
0.000
13.417
325.48
27.10
325.30
0.000
13.500
328.39
27.18
328.20
0.000
13.583
331.48
27.26
331.28
0.000
13.667
334.83
27.35
334.62
0.000
13.750
338.39
27.44
338.17
0.000
13.833
342.12
27.53
341.89
0.000
13.917
346.05
27.64
345.81
0.000
14.000
350.14
27.74
349.89
0.000
14.083
354.48
27.85
354.21
0.000
14.167
359.17
27.98
358.88
0.000
14.250
364.79
28.10
364.43
0.000
14.333
371.63
28.24
371.18
0.000
14.417
379.51
28.41
378.99
0.000
14.500
387.85
28.58
387.31
0.000
14.583
396.23
28.75
395.70
0.000
14.667
403.53
28.90
403.07
0.000
14.750
411.49
29.07
410.99
0.000
14.833
419.88
29.24
419.36
0.000
14.917
428.65
29.42
428.12
0.000
15.000
437.79
29.61
437.24
0.000
15.083
447.53
29.81
446.96
0.000
15.167
458.04
30.02
457.41
0.000
15.250
469.54
30.24
468.85
0.000
15.333
482.14
30.48
481.40
0.000
15.417
495.48
30.74
494.71
0.000
15.500
508.63
30.99
507.88
0.000
15.583
517.86
31.16
517.34
0.000
15.667
521.40
31.23
521.21
0.000
15.750
522.16
31.25
522.12
0.000
15.833
525.93
31.32
525.72
0.000
15.917
538.88
31.57
538.17
0.000
16.000
566.27
31.93
564.59
0.000
16.083
628.51
32.73
624.75
0.000
16.167
756.21
34.29
748.95
0.000
16.250
986.21
36.76
974.03
0.000
16.333
1235.78
38.58
1222.51
0.000
16.417
1351.80
39.33
1345.83
0.000
16.500
1348.50
39.31
1348.67
0.000
16.583
1253.64
38.72
1258.55
0.000
16.667
1114.97
37.74
1122.19
0.000
16.750
973.22
36.63
980.81
0.000
16.833
852.43
35.33
858.65
0.000
16.917
774.59
34.48
778.82
0.000
17.000
716.92
33.89
720.26
0.000
17.083
673.31
33.31
675.72
0.000
17.167
645.19
32.94
646.79
0.000
17.250
621.89
32.64
623.24
0.000
17.333
600.66
32.37
601.92
0.000
17.417
580.48
32.11
581.70
0.000
17.500
560.67
31.86
561.89
0.000
17.583
544.16
31.65
545.19
0.000
17.667
530.36
31.40
531.13
0.000
17.750
518.18
31.17
518.85
0.000
17.833
506.85
30.95
507.49
0.000
17.917
495.98
30.75
496.60
0.000
18.000
485.19
30.54
485.81
0.000
18.083
475.77
30.36
476.33
0.000
18.167
466.96
30.19
467.48
0.000
18.250
459.62
30.05
460.06
0.000
18.333
454.22
29.95
454.54
0.000
18.417
450.25
29.87
450.49
0.000
18.500
446.57
29.79
446.79
0.000
18.583
442.29
29.71
442.54
0.000
18.667
437.21
29.60
437.51
0.000
18.750
431.63
29.49
431.96
0.000
18.833
425.68
29.36
426.04
0.000
18.917
419.64
29.24
420.01
0.000
19.000
413.60
29.11
413.97
0.000
19.083
407.50
28.99
407.88
0.000
19.167
401.31
28.86
401.70
0.000
19.250
395.06
28.73
395.45
0.000
19.333
388.83
28.60
389.23
0.000
19.417
382.71
28.47
383.11
0.000
19.500
376.46
28.34
376.86
0.000
19.583
369.90
28.21
370.33
0.000
19.667
364.33
28.09
364.70
0.000
19.750
358.96
27.97
359.31
0.000
19.833
353.70
27.83
354.02
0.000
19.917
348.58
27.70
348.90
0.000
20.000
343.59
27.57
343.90
0.000
20.083
338.67
27.45
338.98
0.000
20.167
333.82
27.32
334.13
0.000
20.250
328.96
27.19
329.27
0.000
20.333
324.24
27.07
324.54
0.000
20.417
319.73
26.96
320.02
0.000
20.500
315.36
26.84
315.65
0.000
20.583
311.18
26.73
311.46
0.000
20.667
307.23
26.63
307.50
0.000
20.750
303.44
26.53
303.70
0.000
20.833
299.79
26.44
300.04
0.000
20.917
296.25
26.35
296.50
0.000
21.000
292.83
26.26
293.06
0.000
21.083
289.51
26.17
289.74
0.000
21.167
286.30
26.09
286.53
0.000
21.250
283.19
26.01
283.41
0.000
21.333
280.03
25.93
280.26
0.000
21.417
276.80
25.85
277.03
0.000
21.500
273.56
25.76
273.79
0.000
21.583
270.41
25.68
270.63
0.000
21.667
267.38
25.57
267.57
0.000
21.750
264.47
25.47
264.66
0.000
21.833
261.68
25.38
261.86
0.000
21.917
259.01
25.29
259.18
0.000
22.000
256.29
25.20
256.47
0.000
22.083
253.69
25.11
253.86
0.000
22.167
251.33
25.03
251.49
0.000
22.250
249.06
24.95
249.22
0.000
22.333
246.86
24.88
247.01
0.000
22.417
244.75
24.81
244.89
0.000
22.500
242.73
24.74
242.87
0.000
22.583
240.77
24.67
240.91
0.000
22.667
238.88
24.61
239.01
0.000
22.750
237.06
24.55
237.19
0.000
22.833
235.30
24.49
235.42
0.000
22.917
233.60
24.43
233.72
0.000
23.000
232.57
24.40
232.64
0.000
23.083
230.62
24.33
230.76
0.000
23.167
228.77
24.27
228.90
0.000
23.250
227.23
24.22
227.34
0.000
23.333
225.74
24.16
225.84
0.000
23.417
224.30
24.12
224.41
0.000
23.500
222.93
24.07
223.03
0.000
23.583
221.61
24.03
221.70
0.000
23.667
220.31
23.98
220.41
0.000
23.750
219.05
23.94
219.15
0.000
23.833
217.82
23.90
217.92
0.000
23.917
216.63
23.86
216.71
0.000
24.000
215.46
23.82
215.54
0.000
****************************************************************************
FLOW PROCESS FROM NODE 200.00 TO NODE 200.00 IS CODE = 1
----------------------------------------------------------------------------
»»>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) ««<
(UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 3025.980 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.660 HOURS
VALLEY(DEVELOPED) S -GRAPH SELECTED
MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = 0.340
LOW LOSS FRACTION = 0.340
*HYDROGRAPH MODEL #1 SPECIFIED*
SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= 0.43
SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 0.89
SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.17
SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.98
SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 2.76
SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 5.75
PRECIPITATION DEPTH -AREA REDUCTION FACTORS:
5 -MINUTE FACTOR = 0.865
30 -MINUTE FACTOR = 0.865
1 -HOUR FACTOR = 0.865
3 -HOUR FACTOR = 0.980
6 -HOUR FACTOR = 0.990
24-HOUR FACTOR = 0.994
UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG -TIME = 12.626
UNIT HYDROGRAPH HYDROGRAPH DETERMINATION
----------------------------------------------------------------------------
INTERVAL
"S" GRAPH
UNIT HYDROGRAPH
NUMBER
----------------------------------------------------------------------------
MEAN VALUES
ORDINATES(CFS)
1
0.722
264.036
2
2.306
580.007
3
4.930
960.078
4
10.195
1926.954
5
17.250
2581.670
6
25.135
2885.455
7
34.001
3244.609
8
44.599
3878.405
9
55.332
3927.907
10
65.683
3787.933
11
74.095
3078.189
12
80.348
2288.458
13
85.558
1906.748
14
89.212
1337.153
15
91.934
996.226
16
94.201
829.414
17
95.801
585.560
18
96.899
401.751
19
97.833
341.689
20
98.210
138.238
21
98.447
86.611
22
98.684
86.611
23
98.920
86.695
24
99.157
86.555
25
99.394
86.555
26
99.630
86.555
27
99.867
86.555
28
100.000
48.829
UNIT
UNIT
UNIT
EFFECTIVE
PERIOD
RAINFALL
SOIL -LOSS
RAINFALL
(NUMBER)
----------------------------------------------------------------------------
(INCHES)
(INCHES)
(INCHES)
1
0.0106
0.0036
0.0070
2
0.0106
0.0036
0.0070
3
0.0106
0.0036
0.0070
4
0.0106
0.0036
0.0070
5
0.0107
0.0036
0.0070
6
0.0107
0.0036
0.0071
7
0.0107
0.0036a
0.0071
8
0.0107
0.0037
0.0071
9
0.0108
0.0037
0.0071
10
0.0108
0.0037
0.0071
11
0.0108
0.0037
0.0072
12
0.0109
0.0037
0.0072
13
0.0109
0.0037
0.0072
14
0.0109
0.0037
0.0072
15
0.0110
0.0037
0.0072
16
0.0110
0.0037
0.0072
17
0.0110
0.0037
0.0073
18
0.0110
0.0038
0.0073
19
0.0111
0.0038
0.0073
20
0.0111
0.0038
0.0073
21
0.0111
0.0038
0.0073
22
0.0112
0.0038
0.0074
23
0.0112
0.0038
0.0074
24
0.0112
0.0038
0.0074
25
0.0113
0.0038
0.0074
26
0.0113
0.0038
0.0074
27
0.0113
0.0038
0.0075
28
0.0113
0.0039
0.0075
29
0.0114
0.0039
0.0075
30
0.0114
0.0039
0.0075
31
0.0114
0.0039
0.0076
32
0.0115
0.0039
0.0076
33
0.0115
0.0039
0.0076
34
0.0115
0.0039
0.0076
35
0.0116
0.0039
0.0076
36
0.0116
0.0039
0.0077
37
0.0117
0.0040
0.0077
38
0.0117
0.0040
0.0077
39
0.0117
0.0040
0.0077
40
0.0117
0.0040
0.0078
41
0.0118
0.0040
0.0078
42
0.0118
0.0040
0.0078
43
0.0119
0.0040
0.0078
44
0.0119
0.0040
0.0079
45
0.0119
0.0041
0.0079
46
0.0120
0.0041
0.0079
47
0.0120
0.0041
0.0079
48
0.0120
0.0041
0.0080
49
0.0121
0.0041
0.0080
50
0.0121
0.0041
0.0080
51
0.0122
0.0041
0.0080
52
0.0122
0.0042
0.0081
53
0.0123
0.0042
0.0081
54
0.0123
0.0042
0.0081
55
0.0123
0.0042
0.0081
56
0.0124
0.0042
0.0082
57
0.0124
0.0042
0.0082
58
0.0125
0.0042
0.0082
59
0.0125
0.0043
0.0083
60
0.0125
0.0043
0.0083
61
0.0126
0.0043
0.0083
62
0.0126
0.0043
0.0083
63
0.0127
0.0043
0.0084
64
0.0127
0.0043
0.0084
65
0.0128
0.0043
0.0084
66
0.0128
0.0044
0.0085
67
0.0129
0.0044
0.0085
68
0.0129
0.0044
0.0085
69
0.0130
0.0044
0.0086
70
0.0130
0.0044
0.0086
71
0.0131
0.0044
0.0086
72
0.0131
0.0045
0.0087
73
0.0132
0.0045
0.0087
74
0.0132
0.0045
0.0087
75
0.0133
0.0045
0.0088
76
0.0133
0.0045
0.0088
77
0.0134
0.0046
0.0088
78
0.0134
0.0046
0.0089
79
0.0135
0.0046
0.0089
80
0.0135
0.0046
0.0089
81
0.0136
0.0046
0.0090
82
0.0136
0.0046
0.0090
83
0.0137
0.0047
0.0091
84
0.0138
0.0047
0.0091
85
0.0138
0.0047
0.0091
86
0.0139
0.0047
0.0092
87
0.0140
0.0047
0.0092
88
0.0140
0.0048
0.0092
89
0.0141.
0.0048
0.0093
90
0.0141
0.0048
0.0093
91
0.0142
0.0048
0.0094
92
0.0143
0.0049
0.0094
93
0.0144
0.0049
0.0095
94
0.0144
0.0049
0.0095
95
0.0145
0.0049
0.0096
96
0.0145
0.0049
0.0096
97
0.0146
0.0050
0.0097
98
0.0147
0.0050
0.0097
99
0.0148
0.0050
0.0098
100
0.0148
0.0050
0.0098
101
0.0149
0.0051
0.0099
102
0.0150
0.0051
0.0099
103
0.0151
0.0051
0.0100
104
0.0151
0.0051
0.0100
105
0.0152
0.0052
0.0101
106
0.0153
0.0052
0.0101
107
0.0154
0.0052
0.0102
108
0.0155
0.0053
0.0102
109
0.0156
0.0053
0.0103
110
0.0156
0.0053
0.0103
111
0.0158
0.0054
0.0104
112
0.0158
0.0054
0.0104
113
0.0159
0.0054
0.0105
114
0.0160
0.0054
0.0106
115
0.0161
0.0055
0.0106
116
0.0162
0.0055
0.0107
117
0.0163
0.0056
0.0108
118
0.0164
0.0056
0.0108
119
0.0165
0.0056
0.0109
120
0.0166
0.0056
0.0110
121
0.0167
0.0057
0.0111
122
0.0168
0.0057
0.0111
123
0.0170
0.0058
0.0112
124
0.0170
0.0058
0.0113
125
0.0172
0.0058
0.0114
126
0.0173
0.0059
0.0114
127
0.0174
0.0059
0.0115
128
0.0175
0.0060
0.0116
129
0.0177
0.0060
0.0117
130
0.0178
0.0060
0.0117
131
0.0180
0.0061
0.0119
132
0.0181
0.0061
0.0119
133
0.0182
0.0062
0.0120
134
0.0183
0.0062
0.0121
135
0.0185
0.0063
0.0122
136
0.0186
0.0063
0.0123
137
0.0188
0.0064
0.0124
138
0.0190
0.0064
0.0125
139
0.0192
0.0065
0.0127
140
0.0193
0.0066
0.0127
141
0.0195
0.0066
0.0129
142
0.0196
0.0067
0.0130
143
0.0199
0.0068
0.0131
144
0.0200
0.0068
0.0132
145
0.0188
0.0064
0.0124
146
0.0189
0.0064
0.0125
147
0.0192
0.0065
0.0127
148
0.0194
0.0066
0.0128
149
0.0197
0.0067
0.0130
150
0.0198
0.0067
0.0131
151
0.0201
0.0068
0.0133
152
0.0203
0.0069
0.0134
153
0.0206
0.0070
0.0136
154
0.0208
0.0071
0.0137
155
0.0212
0.0072
0.0140
156
0.0214
0.0073
0.0141
157
0.0218
0.0074
0.0144
158
0.0220
0.0075
0.0145
159
0.0224
0.0076
0.0148
160
0.0227
0.0077
0.0150
161
0.0231
0.0079
0.0153
162
0.0234
0.0080
0.0154
163
0.0239
0.0081
0.0158
164
0.0242
0.0082
0.0160
165
0.0248
0.0084
0.0163
166
0.0251
0.0085
0.0166
167
0.0257
0.0087
0.0170
168
0.0261
0.0089
0.0172
169
0.0321
0.0109
0.0212
170
0.0325
0.0110
0.0214
171
0.0333
0.0113
0.0220
172
0.0337
0.0115
0.0222
173
0.0346
0.0118
0.0228
174
0.0351
0.0119
0.0232
175
0.0362
0.0123
0.0239
176
0.0367
0.0125
0.0242
177
0.0380
0.0129
0.0251
178
0.0387
0.0131
0.0255
179
0.0402
0.0137
0.0265
180
0.0410
0.0139
0.0270
181
0.0428
0.0146
0.0283
182
0.0439
0.0149
0.0290
183
0.0462
0.0157
0.0305
184
0.0476
0.0162
0.0314
185
0.0341
0.0116
0.0225
186
0.0361
0.0123
0.0238
187
0.0410
0.0139
0.0271
188
0.0443
0.0151
0.0292
189
0.0549
0.0187
0.0362
190
0.0619
0.0211
0.0409
191
0.0881
0.0283
0.0598
192
0.1210
0.0283
0.0926
193
0.3719
0.0283
0.3436
194
0.0719
0.0245
0.0475
195
0.0483
0.0164
0.0319
196
0.0383
0.0130
0.0253
197
0.0491
0.0167
0.0324
198
0.0450
0.0153
0.0297
199
0.0419
0.0142
0.0276
200
0.0394
0.0134
0.0260
201
0.0373
0.0127
0.0246
202
0.0356
0.0121
0.0235
203
0.0342
0.0116
0.0225
204
0.0329
0.0112
0.0217
205
0.0264
0.0090
0.0174
206
0.0254
0.0086
0.0168
207
0.0245
0.0083
0.0162
208
0.0236
0.0080
0.0156
209
0.0229
0.0078
0.0151
210
0.0222
0.0076
0.0147
211
0.0216
0.0073
0.0192
212
0.0210
0.0071
0.0139
213
0.0205
0.0070
0.0135
214
0.0200
0.0068
0.0132
215
0.0195
0.0066
0.0129
216
0.0191
0.0065
0.0126
217
0.0201
0.0068
0.0133
218
0.0198
0.0067
0.0130
219
0.0194
0.0066
0.0128
220
0.0191
0.0065
0.0126
221
0.0187
0.0064
0.0124
222
0.0184
0.0063
0.0122
223
0.0182
0.0062
0.0120
224
0.0179
0.0061
0.0118
225
0.0176
0.0060
0.0116
226
0.0174
0.0059
0.0115
227
0.0171
0.0058
0.0113
228
0.0169
0.0057
0.0112
229
0.0167
0.0057
0.0110
230
0.0165
0.0056
0.0109
231
0.0163
0.0055
0.0107
232
0.0161
0.0055
0.0106
233
0.0159
0.0054
0.0105
234
0.0157
0.0053
0.0104
235
0.0155
0.0053
0.0102
236
0.0154
0.0052
0.0101
237
0.0152
0.0052
0.0100
238
0.0150
0.0051
0.0099
239
0.0149
0.0051
0.0098
240
0.0147
0.0050
0.0097
241
0.0146
0.0050
0.0096
242
0.0144
0.0049
0.0095
243
0.0143
0.0049
0.0094
244
0.0142
0.0048
0.0094
245
0.0141
0.0048
0.0093
246
0.0139
0.0047
0.0092
247
0.0138
0.0047
0.0091
248
0.0137
0.0047
0.0090
249
0.0136
0.0046
0.0090
250
0.0135
0.0046
0.0089
251
0.0134
0.0045
0.0088
252
0.0132
0.0045
0.0087
253
0.0131
0.0045
0.0087
254
0.0130
0.0044
0.0086
255
0.0129
0.0044
0.0085
256
0.0128
0.0044
0.0085
257
0.0128
0.0043
0.0084
258
0.0127
0.0043
0.0084
259
0.0126
0.0043
0.0083
260
0.0125
0.0042
0.0082
261
0.0124
0.0042
0.0082
262
0.0123
0.0042
0.0081
263
0.0122
0.0042
0.0081
264
0.0122
0.0041
0.0080
265
0.0121
0.0041
0.0080
266
0.0120
0.0041
0.0079
267
0.0119
0.0041
0.0079
268
0.0118
0.0040
0.0078
269
0.0118
0.0040
0.0078
270
0.0117
0.0040
0.0077
271
0.0116
0.0040
0.0077
272
0.0116
0.0039
0.0076
273
0.0115
0.0039
0.0076
274
0.0114
0.0039
0.0075
275
0.0114
0.0039
0.0075
276
0.0113
0.0038
0.0075
277
0.0112
0.0038
0.0074
278
0.0112
0.0038
0.0074
279
0.0111
0.0038
0.0073
280
0.0111
0.0038
0.0073
281
0.0110
0.0037
0.0073
282
0.0109
0.0037
0.0072
283
0.0109
0.0037
0.0072
284
0.0108
0.0037
0.0071
285
0.0108
0.0037
0.0071
286
0.0107
0.0036
0.0071
287
0.0107
0.0036
0.0070
288
0.0106
0.0036
0.0070
TOTAL
STORM RAINFALL(INCHES) =
5.72
TOTAL
SOIL-LOSS(INCHES) = 1.83
TOTAL
EFFECTIVE RAINFALL(INCHES)
= 3.88
------------------
---------------------------
TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 461.6072
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 979.0214
2 4- H O U R S T 0 R M
R U N O F F H Y D R O G R A P H
HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS) -
(Note: Time indicated is at END of Each Unit Intervals)
--------
---------------------------------------------
- -
TIME(HRS)VOLUME(AF) Q(CFS) 0. 700.0 1400.0 2100.0 2800.0
--------------------------------------
0.083 0.0127 1.84 Q
0.167 0.0533 5.89 Q
0.250 0.1401 12.61 Q
0.333 0.3197 26.08 Q
0.417 0.6238 44.15 Q
0.500 1.0672 64.39 Q
0.583 1.6677 87.18 VQ
0.667 2.4559 114.45 VQ
0.750 3.4348 142.13 V Q
0.833 4.5981 168.91 V Q
0.917 5.9121 190.80 V Q
1.000 7.3394 207.24 V Q
1.083 8.8618 221.05 V Q
1.167 10.4523 230.94 V Q
1.250 12.0946 238.47 V Q
1.333 13.7810 244.86 V Q
1.417 15.4997 249.57 V Q
1.500 17.2422 253.01 V Q
1.583 19.0056 256.04 V Q
1.667 20.7801 257.67 V Q
1.750 22.5635 258.94 V Q
1.833 24.3556 260.22 V Q
1.917 26.1566 261.51 V Q
2.000 27.9666 262.80 v Q
2.083 29.7855 264.10 v Q
2.167 31.6134 265.41 V Q
2.250 33.4504 266.73 V Q
2.333 35.2947 267.79 V Q
2.417 37.1439 268.51 V Q
2.500 38.9982 269.25 V Q
2.583 40.8577 269.99 v Q
2.667 42.7222 270.73 V Q
2.750 44.5919 271.48 V Q
2.833 46.4669 272.24 V Q
2.917 48.3471 273.01 V Q
3.000 50.2326 273.78 VQ
3.083 52.1235 274.56 VQ
3.167 54.0198 275.34 VQ
3.250 55.9216 276.14 VQ
3.333 57.8288 276.94 VQ
3.417 59.7417 277.74 VQ
3.500 61,6601 278.56 VQ
3.583 63.5842 279.38 VQ
3.667 65.5141 280.21 V Q
3.750 67.4497 281.05 V Q
3.833
69.3911
281.90
V Q
3.917
71.3384
282.75
V Q "
4.000
73.2917
283,61
V Q '
4.083
75.2509
284.48
VQ ,
4.167
77.2162
285.36
VQ
4.250
79.1877
286.25
VQ '
4.333
81.1652
287.15
VQ '
4.417
83.1491
288.05
VQ '
4.500
85.1392
288.97
VQ '
4.583
87.1357
289.89
VQ '
4.667
89.1386
290.82
VQ "
4.750
91.1480
291.76
VQ
4.833
93.1639
292.72
VQ '
4.917
95.1865
293.68
VQ
5.000
97.2158
294.65
VQ '
5.083
99.2518
295.63
Q '
5.167
101.2946
296.62
Q '
5.250
103.3444
297.62
Q '
5.333
105.4011
298,64
Q '
5.417
107.4649
299.66
Q
5.500
109.5359
300.70
Q
5.583
111.6140
301.74
Q
5.667
113.6994
302.80
Q '
5.750
115.7922
303.87
Q '
5.833
117.8924
304.96
Q ,
5.917
120.0002
306.05
Q '
6.000
122.1156
307.16
Q '
6.083
124.2387
308.27
QV '
6.167
126.3696
309.41
QV '
6.250
128.5084
310.55
QV
6.333
130.6552
311.71
QV
6.417
132.8100
312.88
QV
6.500
134.9731
314.07
QV '
6.583
137.1443
315.27
QV '
6.667
139.3240
316.49
QV
6.750
141.5121
317.72
QV
6.833
143.7088
318.96
QV '
6.917
145.9142
320.22
QV '
7,000
148.1284
321.50
Q V '
7.083
150.3515
322.79
Q V '
7.167
152.5836
324.10
Q V '
7.250
154.8248
325.42
Q V '
7.333
157.0753
326.77
Q V
7.417
159.3351
328.13
Q V '
7.500
161.6044
329.51
Q V
7.583
163.8834
330.91
Q V
7.667
166.1721
332.32
Q V
7.750
168.4707
333.76
Q V
7.833
170.7794
335.21
Q V
7.917
173.0981
336.69
Q V
8.000
175.4272
338.18
Q V
8.083
177.7667
339.70
Q V
8.167
180.1168
341.24
Q V
8.250
182.4777
342.80
Q V
8.333
184.8495
344.38
Q V
8.417
187.2323
345.98
Q V
8.500
189.6263
347.62
Q V
8.583
192.0318
349.27
Q
V ,
8.667
194.4488
350.95
Q
V
8.750
196.8775
352.65
Q
V
8.833
199.3182
354.39
Q
V
8.917
201.7710
356.14
Q
V ,
9.000
204.2360
357.93
Q
V
9.083
206.7136
359.74
Q
V ,
9.167
209.2039
361.59
Q
V
9.250
211.7071
363.46
Q
V .
9.333
214.2234
365.37
Q
V ,
9.417
216.7530
367.30
Q
V ,
9.500
219.2962
369.27
Q
V .
9.583
221.8532
371.27
Q
V
9.667
224.4242
373.31
Q
V.
9.750
227.0095
375.38
Q
V.
9.833
229.6093
377.50
Q
V.
9.917
232.2239
379.64
Q
V.
10.000
234.8536
381.83
Q
V.
10.083
237.4986
384.05
Q
V.
10.167
240.1592
386.32
Q
V.
10.250
242.8357
388.63
Q
V.
10.333
245.5284
390.99
Q
V
10.417
248.2377
393.38
Q
V
10.500
250.9638
395.83
Q
V
10.583
253.7071
398.33
Q
V
10.667
256.4680
400.88
Q
V
10.750
259.2467
403.47
Q
V
10.833
262.0437
406.12
Q
V
10.917
264.8593
408.83
Q
V
11.000
267.6940
411.60
Q
V
11.083
270.5481
414.42
Q
V
11.167
273.4221
417.31
Q
V
11.250
276.3164
420.25
Q
V
11.333
279.2315
423.27
Q
V
11.417
282.1678
426.35
Q
V
11.500
285.1259
429.52
Q
V
11.583
288.1063
432.75
Q
V
11.667
291.1095
436.06
Q
V
11.750
294.1360
439.45
Q
V
11.833
297.1865
442.93
Q
V
11.917
300.2615
446.49
Q
V
12.000
303.3618
450.15
Q
V
12.083
306.4861
453.65
Q
V
12.167
309.6331
456.95
Q
V
12.250
312.8011
459.98
Q
V
12.333
315.9843
462.21
Q
V
12.417
319.1793
463.91
Q
V
12.500
322.3849
465.45
Q
V
12.583
325.5995
466.77
Q
V
12.667
328.8201
467.62
Q
V
12.750
332.0471
468.56
Q
V
12.833
335.2827
469.81
Q
V
12.917
338.5325
471.88
Q
V
13.000
341.8032
474.89
Q
V
13.083
345.0982
478.44
Q
V
13.167
348.4229
482.74
Q
V
13.250
351.7807
487.56
Q
V
13.333
355,1745
492.77
Q
v
1.3.417
358.6071
498.42
Q
v
13.500
362.0817
504.52
Q
v
13.583
365.6004
510.91
Q
v
13.667
369.1664
517.79
Q
v
13.750
372.7822
525.00
Q
v
13.833
376.4499
532.56
Q
v
13.917
380.1719
540.43
Q
v
14.000
383.9509
548.71
Q
v
14.083
387.7957
558.27
Q
v
14.167
391.7173
569.41
Q
v
14.250
395,7276
582.30
Q
v
14.333
399.8539
599.15
Q
v
14.417
404.1158
618.82
Q
v
14.500
408.5246
640.17
Q.
v
14.583
413.0931
663.35
Q.
v
14.667
417.8415
689.47
Q.
v
14.750
422.7758
716.45
Q
v
14.833
427.8985
743.82
Q
v
14.917
433.1985
769.56
Q
v
15.000
438.6644
793.64
,Q
v
15.083
444.2946
817.51
,Q
v
15.167
450.0853
840.81
Q
v
15.250
456.0386
864.42
Q
v
15.333
462.1635
889.34
Q
v
15.417
468.4485
912.57
Q
V
15.500
474.8835
934.36
Q
V
15.583
481.4594
954.82
Q
V
15.667
488.1262
968.01
Q
V.
15.750
494.8705
979.28
Q
v
15,833
501.7222
994,86
Q
v
15.917
508.7393
1018.89
Q
v
16.000
516.0413
1060.24
Q v
16.083
524.2595
1193.28
Q v
16.167
533.6523
1363.85
Q V
16.250
544.5690
1585.10
16.333
558.1126
1966.53
Q
16.417
573.5237
2237.70
V Q
16.500
590.0350
2397.44
V Q
16.583
607.6427
2556.63
v Q
16.667
626.5955
2751.94
v Q
'
16.750
645.4627
2739.52
v Q.
16.833
663.4908
2617.68
Q.
16.917
679.4176
2312.57
v Q
17.000
693.1594
1995.31
v Q
17.083
705.5125
1793.67
Q
17.167
716.2181
1554.45
Q V
17.250
725.7727
1387.34
Q v
Q
17.333
734.4988
1267.04
v.
Q
17.417
742.2894
1131.20
Q
17.500
749.2887
1016.30
Q
v
17.583
755.7386
936.53
Q
v
17.667
761.4252
825.69
Q
v
17.750
766.6944
765.09
Q
v
17.833
771.6860
724.78
Q
v
17.917
776.4438
690.83
Q.
v
18.000
780.9905
660.19
Q.
v
v
18.083
785.3469
632.54
Q.
18.167
789.5356
608.21
Q
V
18.250
793.5640
584.91
Q
V
18.333
797.3755
553.43
Q
V
18.417
800.9810
523.52
Q
V
18.500
804.4975
510.60
Q
V
18.583
807.9420
500.14
Q
V
18.667
811.3292
491.82
Q
V
18.750
814.6637
484.17
Q
V
18.833
817.9503
477.21
Q
V
18.917
821.1891
470.27
Q
V
19.000
824.3792
463.19
Q
V
19.083
827.5217
456.29
Q
V
19.167
830.6162
449,33
Q
V
19.250
833.6635
442.47
Q
V
19.333
836.6661
435.98
Q
V
19.417
839.6261
429.78
Q
V
19.500
842.5444
423.74
Q
V
19.583
845.4229
417.94
Q
V
19.667
848.2619
412.23
Q
V
19.750
851.0630
406.72
Q
V
19.833
853.8278
401.44
Q
V
19.917
856.5577
396.39
Q
V
20.000
859.2543
391.54
Q
V
20.083
861.9188
386.89
Q
V
20.167
864,5525
382.41
Q
V
20.250
867.1565
378.10
Q
V
20.333
869.7316
373.91
Q
V
20.417
872.2786
369.82
Q
V
20.500
874.7984
365.87
Q
V
20.583
877.2919
362.05
Q
V
20.667
879.7599
358.36
Q
V
20.750
882.2032
354.78
Q
V
20.833
884.6227
351.31
Q
V
20.917
887.0191
347.95
Q
V
21.000
889.3930
344.69
Q
V
21.083
891.7451
341.52
Q
V
21.167
894.0759
338.44
Q
V
21.250
896.3862
335.45
Q
V
21.333
898.6764
332.54
Q
V
21.417
900.9471
329.71
Q
V
21.500
903.1989
326.96
Q
V
21.583
905.4322
324.27
Q
V
21.667
907.6475
321.66
Q
V
21.750
909.8452
319.11
Q
V
21.833
912.0258
316.62
Q
V
21.917
914.1896
314.19
Q
V
22.000
916.3372
311.82
Q
V
22.083
918.4688
309.51
Q
V
22.167
920.5848
307.25
Q
V
22.250
922.6856
305.04
Q
V
22.333
924.7715
302.88
Q
V
22.417
926.8430
300.77
Q
V
22.500
928.9001
298.70
Q
V
22.583
930.9433
296.68
Q
V
22.667
932.9729
294.70
Q
V
22.750
934.9891
292.76
Q
V
V
22.833
936.9923
290.86
Q
22.917
938.9827
289.00
Q
V
23.000
940.9604
287.17
Q
V
23.083
942.9259
285.39
Q
V
23.167
944.8793
283.63
Q
V
23.250
946.8208
281.91
Q
V
23.333
948.7507
280.23
Q
V
23.417
950.6693
278.57
Q
V
23.500
952.5766
276,94
Q
V
23.583
954.4729
275.35
Q
V
23.667
956.3585
273.78
Q
V
23.750
958.2334
272.24
Q
V.
23.833
960.0979
270.73
,
Q
V.
23.917
961.9521
269.24
Q
V.
24.000
963.7963
267.78
Q
V.
24.083
965.6180
264.50
Q
V.
24.167
967.4022
259.06
Q
V.
24.250
969.1309
251.01
Q
V
24.333
970.7581
236.28
Q
V.
V.
24.417
972.2531
217.07
Q
V.
24.500
973.6020
195.86
Q
V.
24.583
974.7883
172.25
Q
V.
24.667
975.7825
144.35
Q
V.
24.750
976.5831
116.26
.Q
V.
24.833
977.1980
89.28
.Q
V.
24.917
977.6620
67.38
Q
V.
25.000
978.0140
51.10
Q
V.
25.083
978.2726
37.56
Q
V.
25.167
978.4658
28.05
Q
V.
25.250
978.6102
20.97
Q
V.
25.333
978.7141
15.09
Q
V.
25.417
978.7894
10.93
Q
V.
25.500
978.8450
8.08
Q
V.
25.583
978.8839
5.65
Q
V.
25.667
978.9160
4.66
Q
V.
25.750
978.9438
4.04
Q
,
V.
25.833
978.9673
3.41
Q
V.
25.917
978.9865
2.79
Q
V.
26.000
979.0015
2.17
Q
V.
26.083
979.0122
1.56
Q
v
26.167
979.0187
0.95
Q
,
V.
26.250
979.0211
0.34
Q
V.
V.,
FLOWPROCESSFROM NODE 2000.00 TO NODE 2000.00 IS CODE = 11
-- - -
--------------------------
------------------
»»>VIEW STREAM NUMBER 1 HYDROGRAPH««<
STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note -Time indicated is at END of Each Unit Intervals)
--------
-----------------------------
-------------------
TIME(HRS) VOLUME(AF) Q(CFS) 0. 975.0 1950.0 2925.0 3900.0
----------------------------
-----------------------
0.083 0.0127 1.84 Q
0.167 0.0533 5.89 Q
0.250 0.1401 12.61 Q
0.333 0.3197 26.08 Q
0.417 0.6618 49.67 Q
0.500 1.2886 91.02 Q
0.583 2.0580 111.72 VQ
0.667 3,0283 140.88 VQ
0.750 4.6826 240.20 V Q
0.833 6.8048 308.14 V Q
0.917 8.9072 305.27 V Q
1.000 11.1344 323.40 V Q
1.083 13.4576 337.33 V Q
1.167 15.8447 346.60 V Q
1.250 18.2869 354.61 V Q
1.333 20.7795 361.92 V Q
1.417 23.3130 367.86 V Q
1.500 25.8753 372.05 V Q
1.583 28.4588 375.11 V Q
1.667 31.0559 377.11 V Q
1.750 33.7079 385.07 V Q
1.833 36.4814 402.72 V Q
1.917 39.3429 415.49 V Q
2.000 42.2596 423.50 V Q ,
2.083 45.2606 435.73 .V Q
2.167 48.3155 443.57 V Q
2.250 51.3927 446.81 .V Q
2.333 54.4980 450.90 .V Q
2.417 57.6255 454.12 .V Q
2.500 60.7734 457.07 v Q
2.583 63.9410 459.94 V Q
2.667 67.1279 462.74 .V Q
2.750 70.3336 465.47 .V Q
2.833 73.5565 467.97 .V Q
2.917 76.7954 470.29 .V Q
3.000 80.0507 472.67 v Q
3.083 83.3229 475.12 V Q
3.167 86,6138 477.84 V Q
3.250 89.9247 480.74 V Q
3.333 93.2389 481.22 V Q
3.417 96.5662 483.12 V Q _
3.500 99.9072 485.11 V Q
3.583 103.2615 487,05 V Q
3.667 106.6289 488.94 V Q
3.750 110.0090 490.80 V Q ,
3.833 113.4019 492.64 V Q
3.917 116.8073 494.46 V Q
4.000 120.2250 496.26 v Q
4.083 123.6550 498.03 V Q
4,167 127.0971 499.79 v Q
4.250 130.5512 501.54 v Q
4.333 134.0172 503.27 v Q
4.417 137.4952 505.00 V Q
4.500 140.9850 506.72 V Q
4.583 144.4865 508.43 v Q
4.667 147.9999 510.14 V Q
4.750 151.5251 511.85 v Q
4.833 155.0620 513.56 V Q
4.917 158.6106 515.27 v Q
5.000
162.1711
516.98
V Q ,
5.083
165.7434
518.70
VQ
5.167
169.3276
520.42
VQ
5.250
172.9236
522.15
VQ
5.333
176.5316
523.87
VQ
5.417
180.1514
525.60
_
VQ
5.500
183.7832
527.33
VQ
5.583
187.4270
529.08
VQ
5.667
191.0829
530.84
VQ '
5.750
194.7510
532.61
VQ
5.833
198.4314
534.40
VQ
5.917
202.1242
536.20
VQ
6.000
205.8296
538.02
Q ,
6.083
209.5476
539.85
Q '
6.167
213.2783
541.71
Q '
6.250
217.0220
543.57
Q
6.333
220.7786
545.46
Q
6.417
224.5484
547.37
Q
6.500
228.3314
549.30
Q
6.583
232.1286
551.35
Q
6.667
235.9402
553.45
Q
6.750
239.7639
555.20
Q
6.833
243.6013
557.20
Q
6.917
247.4528
559.23
QV
7.000
251.3185
561.29
QV '
7.083
255.1984
563.37
QV '
7.167
259.0929
565.48
QV '
7.250
263.0020
567.61
QV
7.333
266.9261
569.77
QV
7.417
270.8651
571.95
QV
7.500
274.8193
574.16
QV
7.583
278.7890
576.40
QV '
7.667
282.7743
578.66
QV
7.750
286.7754
580.96
Q V
7.833
290.7925
583.29
Q V
7.917
294.8258
585.64
QV
8.000
298.8755
588.02
QV '
8.083
302.9418
590.43
QV
8.167
307.0249
592.88
QV '
8.250
311.1252
595.36
QV
8.333
315.2428
597.88
QV '
8.417
319.3780
600,43
QV '
8.500
323.5310
603.02
QV '
8.583
327.7021
605.64
Q V
8.667
331.8916
608.31
Q V '
8.750
336.0997
611.02
Q V '
8.833
340.3268
613.77
Q V '
8.917
344.5730
616.56
Q V '
9.000
348.8388
619.39
Q V '
9.083
353.1240
622.22
Q V '
9.167
357.4290
625.08
Q V '
9.250
361.7543
628.04
Q V '
9.333
366.1003
631.05
Q V. '
9.417
370.4675
634.11
Q V. '
9.500
374.8561
637.22
Q V. '
9.583
379.2665
640.39
Q V. '
9.667
383.6990
643.60
Q V.
9.750
388.1540
646.87
Q
V,
9.833
392.6319
650.19
Q
V,
9.917
397.1331
653.58
Q
V.
10.000
401.6581
657.02
Q
V.
10.083
406.2072
660.53
Q
V.
10.167
410.7809
664.10
Q
V
10.250
415.3795
667.73
Q
V
10.333
420.0038
671.44
Q
V
10.417
424.6539
675.20
Q
V
10.500
429.3305
679.05
Q
V
10.583
434.0341
682.96
Q
V
10.667
438.7652
686.96
Q
V
10.750
443.5244
691.03
Q
V
10.833
448.3122
695.19
Q
V
10.917
453.1292
699.43
Q
V
11.000
457.9760
703.76
Q
V
11.083
462.8533
708.18
Q
V
11.167
467.7616
712.69
Q
V
11.250
472.7017
717.30
Q
V
11.333
477.6742
722.01
Q
V
11.417
482.6799
726.83
Q
V
11.500
487.7196
731.76
Q
V
11.583
492.7940
736.80
Q
V
11.667
497.9040
741.97
Q
V
11.750
503.0504
747.25
Q
V
11.833
508.2339
752.65
Q
V
11.917
513.4554
758.17
Q
V
12.000
518.7161
763.85
Q
V
12.083
524.0146
769.34
Q
V
12.167
529.3478
774.38
Q
V
12.250
534.7065
778.10
Q
V
12.333
540.0752
779.53
Q
V
12.417
545.4418
779.24
Q
V
12.500
550.8031
778.46
Q
V
12.583
556.1610
777.97
Q
V
12.667
561.5188
777.95
Q
V
12.750
566.8830
778.88
Q
V
12.833
572.2603
780.78
Q
V
12.917
577.6599
784.02
Q
V
13.000
583.0909
788.60
Q
V
13.083
588.5595
794.04
Q
V
13.167
594.0724
800.47
Q
V
13.250
599.6345
807.62
Q
V
13.333
605.2498
815.35
Q
V
13.417
610.9229
823.72
Q
V
13.500
616.6578
832.72
Q
V
13.583
622.4580
842.18
Q
V
13.667
628.3286
852.41
Q
V
13.750
634.2733
863.17
Q
V
13.833
640.2956
874.45
Q
V
13.917
646.3992
886.24
Q.
V
14.000
652.5878
898.59
Q
V
14.083
658.8722
912.49
Q.
V
14.167
665.2654
928.29
Q.
V
14.250
671.7855
946.73
Q.
V
14.333
678.4682
970.32
Q.
V
14.417
685.3402
997.81
Q
V
14.500
692.4165
1027.48
Q v
14.583
699.7102
1059.05
Q v
14.667
707.2346
1092.53
Q v
14.750
714.9993
1127.44
Q v
14.833
723.0102
1163.18
Q v
14.917
731.2587
1197.68
Q v
15.000
739.7358
1230.89
Q v
15.083
748.4443
1264.47
Q v
15.167
757.3852
1298.22
Q v
15.250
766.5674
1333.27
Q v
15.333
776.0078
1370.74
Q V
15.417
785.6998
1407.28
Q V.
15.500
795.6326
1442.24
Q V.
15.583
805.7714
1472.16
Q V.
15.667
816.0278
1489.22
Q v
15.750
826.3680
1501.40
Q v
15.833
836.8403
1520.58
Q v
15.917
847.5638
1557.05
Q v
16.000
858.7540
1624.82
Q v
16.083
871.2749
1818.03
Q .v
16.167
885.8259
2112.80
Q
16.250
903.4507
2559.13
v Q
16.333
925.4138
3189.04
v Q
16.417
950.0938
3583.53
v
16.500
975.8934
3746.10
v
16.583
1002.1688
3815.19
v
16.667
1028.8501
3874.13
v
16.750
1054.4722
3720.33
v
16.833
1078.4138
3476.33
v
16.917
1099.7043
3091.39
v .Q
17.000
1118.4066
2715.57
Q
17.083
1135.4135
2469.38
Q v
17.167
1150.5735
2201.24
Q v
17.250
1164.4204
2010.58
Q v
17.333
1177.2921
1868.96
Q. v
17.417
1189.0889
1712.89
Q V.
17.500
1199.9579
1578.18
Q v
17.583
1210.1626
1481.72
Q v
17.667
1219.5072
1356.83
Q v
17.750
1228.3497
1283.94
Q v
17.833
1236.8364
1232.26
Q v
17.917
1245.0143
1187.43
Q v
18.000
1252.9069
1146.00
Q v
18.083
1260.5437
1108.86
Q v
18.167
1267.9520
1075.69
Q
18.250
1275.1488
1044.98
v
Q v
18.333
1282.0907
1007.97
Q v
18.417
1288.7987
974.01
Q.
18.500
1295.3923
957.39
v
Q.
18.583
1301.8846
942.68
v
Q.
18.667
1308.2850
929.33
v
Q.
18.750
1314.5945
916.14
v
Q.
18.833
1320.8152
903.25
v
Q.
18.917
1326.9465
890.28
v
Q.
19.000
1332.9877
877.17
v
Q v
19.083
1338.9393
864.17
Q
19.167
1344.8004
851.03
v
Q v
Q
Q
Q.
Q.
Q
Q
19.250
1350.5712
837.92
Q
v
19.333
1356.2544
825.21
Q
v
19.417
1361.8528
812.89
Q
v
19.500
1367.3666
800.60
Q
v
19.583
1372.7954
788.27
Q
v
19.667
1378.1461
776.93
Q
v
19.750
1383,4218
766.03
Q
19.833
1388.6248
755.47
Q
v
19.917
1393.7576
745.29
Q
v
20.000
1398.8226
735.45
Q
v
20.083
1403.8218
725.87
Q
v
20.167
1408.7566
716.54
Q
v
20.250
1413.6283
707.37
Q
v
20.333
1418.4386
698.45
Q
v
20.417
1423.1896
689.84
Q
v
20.500
1427.8832
681.52
Q
v
20.583
1432.5217
673.51
Q
v
20.667
1437.1075
665.85
Q
v
20.750
1441.6425
658.47
Q
v
20.833
1446.1283
651.35
Q
v
20.917
1450.5667
644.44
Q
v
21.000
1454.9589
637.75
Q
v
21.083
1459.3064
631.26
Q
v
21.167
1463.6106
624.97
Q
v
21.250
1467.8727
618.86
Q
v
21.333
1472.0930
612.80
Q
v
21.417
1476.2716
606.74
Q
v
21.500
1480.4091
600.75
Q
v
21.583
1484.5062
594.91
Q
v
21.667
1488.5643
589.23
Q
v
21.750
1492.5847
583.76
Q
v
21.833
1496.5687
578.48
Q
v
21.917
1500.5176
573.37
Q
v
22.000
1504.4314
568.30
Q
v
22.083
1508.3114
563.37
Q
v
22.167
1512.1594
558.74
Q
v
22.250
1515.9766
554.25
Q
v
22.333
1519.7637
549.89
Q
v
22.417
1523.5216
545.66
Q
v
22.500
1527.2513
541.56
Q
v
22.583
1530.9537
537.58
Q
v
22.667
1534.6294
533.71
Q
v
22.750
1538.2792
529.94
Q
v
22.833
1541.9037
526.28
Q
v
22.917
1545.5037
522,72
Q
v
23.000
1549.0836
519.82
Q
v
23.083
1552.6383
516.14
Q
v
23.167
1556.1681
512.53
Q
v
23.250
1559.6753
509.25
Q
v
23.333
1563.1606
506.07
Q
v
23.417
1566.6246
502.98
Q
v
23.500
1570.0680
499.98
Q
v
23.583
1573.4912
497.05
Q
v
23.667
1576.8947
494.19
Q
v
23.750
1580.2788
491.39
Q
v
23.833
1583.6442
488.64
Q
v
23.917
1586.9910
485.95
Q
v
v
24.000 1590.3196 483.32 Q V
FLOW PROCESS FROM NODE 2000.00 TO NODE 2010.00 IS CODE = 4
---------------------------------------------------------
»» >MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS
OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 4200.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 870.26
DOWNSTREAM ELEVATION(FT) = 835.00
PIPE DIAMETER(FT) = 11.50
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME
INFLOW
VELOCITY
OUTFLOW
UPSTREAM
(HRS)
(CFS)
(FPS)
(CFS)
PONDING(AF)
0.083
1.84
0.50
0.00
0.000
0.167
5.89
0.59
0.00
0.000
0.250
12.61
1.26
0.00
0.000
0.333
26.08
2.61
0.00
0.000
0.417
49.67
4.97
0.00
0.000
0.500
91.02
9.11
0.00
0.000
0.583
111.72
11.05
51.40
0.000
0.667
140.88
11.67
171.17
0.000
0.750
240.20
13.67
159.20
0.000
0.833
308.14
14.79
288.42
0.000
0.917
305.27
14.74
312.81
0.000
1.000
323.40
15.03
312.24
0.000
1.083
337.33
15.23
328.47
0.000
1.167
346.60
15.35
351.93
0.000
1.250
354.61
15.45
350.57
0.000
1.333
361.92
15.54
357.23
0.000
1.417
367,86
15.62
364.09
0.000
1.500
372.05
15.67
369.41
0.000
1.583
375.11
15.71
373.20
0.000
1.667
377.11
15.73
375.86
0.000
1.750
385.07
15.83
380.14
0.000
1.833
402,72
16.05
392.01
0.000
1.917
415.49
16.21
407.93
0.000
2.000
423.50
16.31
418.83
0.000
2.083
435.73
16.47
430.32
0.000
2.167
443.57
16.56
443.22
0.000
2.250
446.81
16.59
444.81
0.000
2.333
450.90
16.63
448.38
0.000
2.417
454.12
16.66
453.99
0.000
2.500
457.07
16.69
455.27
0.000
2.583
459.94
16.72
458.19
0.000
2.667
462.74
16.75
461.04
0.000
2.750
465.47
16.77
463.82
0.000
2.833
467.97
16.80
466.46
0.000
2.917
470.29
16.82
468.90
0.000
3.000
472.67
16.85
471.25
0.000
3.083
475.12
16.87
473.66
0.000
3.167
477.84
16.90
476.22
0.000
3.250
480.74
16.93
479.02
0.000
3.333
481.22
16.93
480.94
0.000
3.417
483.12
16.95
482.00
0.000
3.500
485.11
16.97
483.94
0.000
3.583
487.05
16.99
485.91
0.000
3.667
488.94
17.01
487.83
0.000
3.750
490.80
17.03
489.71
0.000
3.833
492.64
17.05
491.57
0.000
3.917
494.46
17.06
493.40
0.000
4.000
496.26
17.08
495.21
0.000
4.083
498.03
17.10
497.00
0.000
4.167
499.79
17.12
498.77
0.000
4.250
501.54
17.14
500.53
0.000
4.333
503.27
17.15
502.27
0.000
4.417
505.00
17.17
504.00
0.000
4.500
506.72
17.19
505.73
0.000
4.583
508.43
17.20
507.45
0.000
4.667
510.14
17.22
509.16
0.000
4.750
511.85
17.24
510.87
0.000
4.833
513.56
17.26
512.58
0.000
4.917
515.27
17.27
514.30
0.000
5.000
516.98
17.29
516.01
0.000
5.083
518.70
17.31
517.73
0.000
5.167
520.42
17.32
519.45
0.000
5.250
522.15
17.34
521.17
0.000
5.333
523.87
17.36
522.90
0.000
5.417
525.60
17.38
524.63
0.000
5.500
527.33
17.39
526.36
0.000
5.583
529.08
17.41
528.10
0.000
5.667
530.84
17.43
529.85
0.000
5.750
532.61
17.45
531.62
0.000
5.833
534.40
17.46
533.40
0.000
5.917
536.20
17.48
535.20
0.000
6.000
538.02
17.50
537.01
0.000
6.083
539.85
17.52
538.84
0.000
6.167
541.71
17.54
540.68
0.000
6.250
543.57
17.56
542.54
0.000
6.333
545.46
17.58
544.42
0.000
6.417
547.37
17.59
546.32
0.000
6.500
549.30
17.61
548.24
0.000
6.583
551.35
17.63
550.20
0.000
6.667
553.45
17.65
552.26
0.000
6.750
555.20
17.67
554.22
0.000
6.833
557.20
17.69
556.08
0.000
6.917
559.23
17.71
558.09
0.000
7.000
561.29
17.73
560.14
0.000
7.083
563.37
17.74
562.21
0.000
7.167
565.48
17.76
564.30
0.000
7.250
567.61
17.78
566.42
0.000
7.333
569.77
17.80
568.57
0.000
7.417
571.95
17.82
570.74
0.000
7.500
574.16
17.84
572.94
0.000
7.583
576.40
17.86
575.16
0.000
7.667
578.66
17.89
577.42
0.000
7.750
580.96
17.91
579.70
0.000
7.833
583.29
17.93
582.01
0.000
7.917
585.64
17.95
584.35
0.000
8.000
588.02
17.97
586.72
0.000
8.083
590.43
17.99
589.12
0.000
8.167
592.88
18.02
591.55
0.000
8.250
595.36
18.04
594.02
0.000
8.333
597.88
18.06
596.52
0.000
8.417
600.43
18.09
599.06
0.000
8.500
603.02
18.11
601.63
0.000
8.583
605.64
18.13
604.24
0.000
8.667
608.31
18.16
606.89
0.000
8.750
611.02
18.18
609.58
0.000
8.833
613.77
18.21
612.31
0.000
8.917
616.56
18.24
615.08
0.000
9.000
619.39
18.26
617.90
0.000
9.083
622.22
18.29
620.73
0.000
9.167
625.08
18.31
623.58
0.000
9.250
628.04
18.34
626.49
0.000
9.333
631.05
18.37
629.48
0.000
9.417
634.11
18.40
632.52
0.000
9.500
637.22
18.43
635.61
0.000
9.583
640.39
18.46
638.75
0.000
9.667
643.60
18.49
641.95
0.000
9.750
646.87
18.52
645.19
0.000
9.833
650.19
18.55
648.49
0.000
9.917
653.58
18.58
651.85
0.000
10.000
657.02
18.61
655.27
0.000
10.083
660.53
18.64
658.70
0.000
10.167
664.10
18.66
662.00
0.000
10.250
667.73
18.68
665.61
0.000
10.333
671.44
18.71
669.27
0.000
10.417
675.20
18.73
673.01
0.000
10.500
679.05
18.75
676.81
0.000
10.583
682.96
18.78
680.69
0.000
10.667
686.96
18.80
684.65
0.000
10.750
691.03
18.83
688.68
0.000
10.833
695.19
18.85
692.80
0.000
10.917
699.43
18.88
697.00
0.000
11.000
703.76
18.91
701.28
0.000
11.083
708.18
18.93
705.66
0.000
11.167
712.69
18.96
710.13
0.000
11.250
717.30
18.99
714.69
0.000
11.333
722.01
19.02
719.35
0.000
11.417
726.83
19.05
724.12
0.000
11.500
731.76
19.08
728.99
0.000
11.583
736.80
19.11
733.98
0.000
11.667
741.97
19.14
739.09
0.000
11.750
747.25
19.17
744.32
0.000
11.833
752.65
19.21
749.66
0.000
11.917
758.17
19.24
755.12
0.000
12.000
763.85
19.28
760.72
0.000
12.083
769.34
19.31
766.33
0.000
12.167
774.38
19.34
771.65
0.000
12.250
778.10
19.37
776.09
0.000
12.333
779.53
19.38
778.76
0.000
12.417
779.24
19.37
779.40
0.000
12.500
778.46
19.37
778.88
0.000
12.583
777.97
19.37
778.23
0.000
12.667
777.95
19.37
777.96
0.000
12.750
778.88
19.37
778.38
0.000
12.833
780.78
19.38
779.76
0.000
12.917
784.02
19.40
782.28
0.000
13.000
788.60
19.43
786.15
0.000
13.083
794.04
19.47
791.13
0.000
13.167
800.47
19.51
797.05
0.000
13.250
807.62
19.55
803.83
0.000
13.333
815.35
19.60
811.27
0.000
13.417
823.72
19.66
819.33
0.000
13.500
832.72
19.71
828.03
0.000
13.583
842.18
19.77
837.28
0.000
13.667
852.41
19.84
847.15
0.000
13.750
863.17
19.91
857.67
0.000
13.833
874.45
19.98
868.72
0.000
13.917
886.24
20.04
879.99
0.000
14.000
898.59
20.10
891.82
0.000
14.083
912.49
20.17
904.92
0.000
14.167
928.29
20.25
919.74
0.000
14.250
946.73
20.33
936.84
0.000
14.333
970.32
20.45
957.79
0.000
14.417
997.81
20.59
983.64
0.000
14.500
1027.48
20.76
1013.07
0.000
14.583
1059.05
20.94
1043.98
0.000
14.667
1092.53
21.14
1076.83
0.000
14.750
1127.44
21.31
1110.46
0.000
14.833
1163.18
21.48
1145.82
0.000
14.917
1197.68
21.65
1181.18
0.000
15.000
1230.89
21.79
1214.51
0.000
15.083
1264.47
21.92
1247.69
0.000
15.167
1298.22
22.05
1281.55
0.000
15.250
1333.27
22.17
1315.67
0.000
15.333
1370.74
22.28
1351.28
0.000
15.417
1407.28
22.38
1388.49
0.000
15.500
1442.24
22.50
1424.90
0.000
15.583
1472.16
22.61
1458.21
0.000
15.667
1489.22
22.68
1481.33
0.000
15.750
1501.40
22.72
1495.79
0.000
15.833
1520.58
22.80
1511.80
0.000
15.917
1557.05
22.92
1539.82
0.000
16.000
1624.82
23.12
1591.83
0.000
16.083
1818.03
23.62
1724.42
0.000
16.167
2112.80
24.08
1961.81
0.000
16.250
2559.13
24.14
2152.73
2.475
16.333
3189.04
24.14
2199.74
9.289
16.417
3583.53
24.14
2199.74
18.819
16.500
3746.10
24.14
2199.74
29.469
16.583
3815.19
24.14
2199.74
40.594
16.667
3874.13
24.14
2199.74
52.126
16.750
3720.33
24.14
2199.74
62.598
16.833
3476.33
24.14
2199.74
71.390
16.917
3091.39
24.14
2199.74
77.531
17.000
2715.57
24.14
2199.74
81.084
17.083
2469.38
24.14
2199.74
82.941
17.167
2201.24
24.14
2199.74
82.951
17.250
2010.58
24.14
2199.74
81.648
17.333
1868.96
24.14
2199.74
79.370
17.417
1712.89
24.14
2199.74
76.017
17.500
1578.18
24.14
2199.74
71.737
17.583
1481.72
24.14
2199.74
66.792
17.667
1356.83
24.14
2199.74
60.987
17.750
1283.94
24.14
2199.74
54.680
17.833
1232.26
24.14
2199.74
48.016
17.917
1187.43
24.14
2199.74
41.045
18.000
1146.00
24.14
2199.74
33.788
18.083
1108.86
24.14
2199.74
26.275
18.167
1075.69
24.14
2199.74
18.533
18.250
1044.98
24.14
2199.74
10.580
18.333
1007.97
24.14
2199.74
2.373
18.417
974.01
22.13
1759.82
0.000
18.500
957.39
20.39
1134.19
0.000
18.583
942.68
20.32
950.52
0.000
18.667
929.33
20.25
936.50
0.000
18.750
916.14
20.19
923.27
0.000
18.833
903.25
20.13
910.26
0.000
18.917
890.28
20.06
897.38
0.000
19.000
877.17
20.00
884.26
0.000
19.083
864.17
19.91
870.76
0.000
19.167
851.03
19.83
857.75
0.000
19.250
837.92
19.75
844.68
0.000
19.333
825.21
19.67
831.82
0.000
19.417
812.89
19.59
819.35
0.000
19.500
800.60
19.51
807.10
0.000
19.583
788.27
19.43
794.84
0.000
19.667
776.93
19.36
783.02
0.000
19.750
766.03
19.29
771.94
0.000
19.833
755.47
19.23
761.28
0.000
19.917
745.29
19.16
750.92
0.000
20.000
735.45
19.10
740.93
0.000
20.083
725.87
19.04
731.24
0.000
20.167
716.54
18.99
721.80
0.000
20.250
707.37
18.93
712.57
0.000
20.333
698.45
18.87
703.55
0.000
20.417
689.84
18.82
694.79
0.000
20.500
681.52
18.77
686.32
0.000
20.583
673.51
18.72
678.16
0.000
20.667
665.85
18.67
670.32
0.000
20.750
658.47
18.62
662.68
0.000
20.833
651.35
18.56
654.97
0.000
20.917
644.44
18.49
647.98
0.000
21.000
637.75
18.43
641.20
0.000
21.083
631.26
18.37
634.62
0.000
21.167
624.97
18.31
628.25
0.000
21.250
618.86
18.26
622.07
0.000
21.333
612.80
18.20
616.00
0.000
21.417
606.74
18.15
609.96
0.000
21.500
600.75
18.09
603.95
0.000
21.583
594.91
18.04
598.05
0.000
21.667
589.23
17.98
592.30
0.000
21.750
583.76
17.93
586.74
0.000
21.833
578.48
17.88
581.37
0.000
21.917
573.37
17.84
576.18
0.000
22.000
568.30
17.79
571.10
0.000
22.083
563.37
17.74
566.11
0.000
22.167
558.74
17.70
561.33
0.000
22.250
554.25
17.66
556.77
0.000
22.333
549.89
17.62
552.35
0.000
22.417
545.66
17.58
547.98
0.000
22.500
541.56
17.54
543.82
0.000
22.583
537.58
17.50
539.78
0.000
22.667
533.71
17.46
535.86
0.000
22.750
529.94
17.42
532.04
0.000
22.833
526.28
17.38
528.33
0.000
22.917
522.72
17.35
524.72
0.000
23.000
519.82
17.32
521.45
0.000
23.083
516.14
17.28
518.22
0.000
23.167
512.53
17.25
514.59
0.000
23.250
509.25
17.21
511.12
0.000
23.333
506.07
17.18
507.89
0.000
23.417
502.98
17.15
504.76
0.000
23.500
499.98
17.12
501.71
0.000
23.583
497.05
17.09
498.75
0.000
23.667
494.19
17.06
495.85
0.000
23.750
491.39
17.03
493.02
0.000
23.833
488.64
17.01
490.25
0.000
23.917
485.95
16.98
487.53
0.000
24.000
483.32
16.95
484.87
0.000
END OF FLOODSCx ROUTING ANALYSIS
NoirmO depth calk Wafl®n
for LR*ne "A"
PLOT DATE: October 25, 2006 Drofler34
b
��� - .. i A z � o � �� �� 5 - ` ,�� ��^,off ► �: ".
AIA- LES
317
If
i �`` _ -n`- _ �`.,( -lam g/ _ •1� �. s •-
SAS
'
«" _� ` /� .� • u 7.41
t `i -UtP
If
fu
v~
0
�d AC7VS'E. L
W LLAC
0 gig.
It
3 ;• ',
��- q {
Q0
IN41
to
01 -Ar
It
lk\dnvSDaAFW ,
0+00
10+00
20+00
30+00
40+00
50+00
)80 -
_ _ _-
!
_
-
980
960—
--
EXISTING GROUND
�-
960
940
�—r-�—'�`
940
920
----
/ L
TOP OF PIPE
--�------
---
-
920
�
900 -
��
900
1- --
-F
ROPMEu-f�OWVNE
880 ----
--
i
-
880
--
P
OPOSED-FWWLI
E-----
860
--I-
860
Q
Lu Co
!zW
1
o!zz
La
+,wz
C) co
t�
i
LEWM cft�'
765 4,235'
sLoff (fvf0
0.039 ? 0,003
---
00-rw nm (oh)
1,352 i 1,070 - --
sVE Com)(
96" 132"
FACM tri I
RCP RCP
LEGEND
CMUZUE rm�oRcm
WE (RW)
MASTER PLAN
COUNTY OF SAN BERNARDINO
SCALE
OF
UNE A
H: 1 a = 1000'
DRAINAGE
SHEET 1 OF 4
V: 1 a = 40'
lk\dnvSDaAFW ,
40+00 50+00 60+00 70+00 80+00 90+00
i
980
i
960
TOP-___OF-P_IPE E_
--
-�-
i
- 960
--
940 __ _T�nQ �C_ DIDC-.
_
940
—
_ _ _
920 ; --
-- — --
-- PROPOSED-
tw 'LJNE--
920
900 -_-r--- --- -- ---- -
E -FL
NE--
--
900
i
880 ---� --
i
880
860 -------- —.—.-...------
t
-
860
1
i f
i
?
(
O! o
op
rte;
�
+; +1 +1
oI o! CF)CN
+
L0 ca f ca
i
oo
amm (fty" 1,010
903
1,205
1,125
_
c� 0,003
_--_
0,012
0,005
0.012
no (dsj 1,070
1026
902
_
821
SEE rte) 132
108
108
90
FAGUM TYK RCP RCP RCP RCP
LEGEND
ROWORM
cord,£ F►PE (RCP)
AAST'ER PLAN
COUNTY OF SAN BERNARDINO
SOLE
OF
LINE A
H: 1 ° = 1000'
DRAINAGE
SHEET 2 OF 4
y. 1
k\dvVWDWW D -WV+ i
80+00 90+00
100+00 110+00 120+00
130+00 140+00
Mp AF P -F-
1 EX ISTING GROOPD--^
980
980
TOP -OF-PJPEz'
960.
960
940940
-,--PROPOtED
FLOidN—E
920---4i
920
900-
900
880-
Of)
880
860-
860
col
+1
CN
2,000
SLOPE 0,007
0,005
0,014
no (dsf 637
457
314
WE Cdm)i 90
66"
FACUTYMI RCP
RCP
RCP
LEGEND
MMORM
COIWME PKC)
MASTER PLAN
COUNTY OF SW BERNARDINO
SCALE
OF
LINE A
H: I " =
1000'
DRAINAGE
SHEET 3 OF 4
V. 1 12 =
40#
--- lk\dn\?—AnW
1040
1020
1000
980
960
940
920
120+00 130+00 140+00 150+00 170+00 180+00 190+00
—17
i
;EXISTING GROUND -17
- IF Z
PROPOSED - FLOWUNE--
— ----------
rKvrv3ED-'-'- i
1 DETENTION BASIN
..
. . .........
0,007
314
66
RCP
Locm (fl
aDPE (ft/ft
a -y— FM (ch
Sur cm&,W)
FAaM TYPE
cl—
QzCL
C)
LLJ �-- t
Wtil I
REmFORcED
Cot OVE WE (RCP)
COUNTY OF SAN BERNARDINO SCALE
LINE A H.- I a = 1000'
SHEET 4 OF 4 V. I,,= An#
F-- lt\dn\ I CWYVWiL D-WVftW\--W*n&aoe-u*
-1040
1020
1000
980
0
940
920
0,007
314
66
RCP
Wtil I
REmFORcED
Cot OVE WE (RCP)
COUNTY OF SAN BERNARDINO SCALE
LINE A H.- I a = 1000'
SHEET 4 OF 4 V. I,,= An#
F-- lt\dn\ I CWYVWiL D-WVftW\--W*n&aoe-u*
-1040
1020
1000
980
0
940
920
DETAILED COSTS FOR LINE A
NODE 1
NODE 2
FAC TYPE
FAC SIZE
LENGTH
$/FT
$/FT
TOTAL
inches
feet
363,500
1.5
$
30
40
RCP
66
1482
192
291
431,435
40
50
RCP
84
397
275
417
165,535
50
60
RCP
90
2000
295
447
893,495
60
70
RCP
90
1125
295
447
503,200
70
90
RCP
108
1205
348
545
656,725
90
100
RCP
108
903
348
577
520,903
100
110
RCP
132
5245
465
705
3,697,980
110
2000
RCP
96
765
321
487
372,334
sub total 1 7,241,607
Manholes *** ea
551
1 8,0001
440,000
Excavation cy
363,500
1.5
545,250
Detention basin **'*) ea
1
250,000
250,000
sub total 1 1,235,250
total I8,476,857
15% contingency 1 1,271,529
final cost 1 9,748,385
() Unit prices from project 3-4, Engineers Report, Volume 1, October 1992
(*) Updated pipe prices through index price for construction materials, (source www.ENR.com)
Oct -92 5052.15
Jan -06 7660.24
index 1.516
(**) 1 manhole every 300 feet of pipe
(*`*) Detention basin includes excavation, fencing, inlet and outlet pipes, headwalls, access roads,
grading, etc.
Node 30 to 40
************************************************************************
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0103
PIPEFLOW(CFS) = 314.10
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 5.334
Node 40 to 50
************************************************************************
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0050
PIPEFLOW(CFS) = 457.50
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.003
Node 50 to 60
************************************************************************
»»PPIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0060
PIPEFLOW(CFS) = 637.30
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.697
Node 60 to 70
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0120
PIPEFLOW(CFS) = 821.15
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.433
Node 70 to 90
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0050
PIPEFLOW(CFS) = 901.95
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 9.072
Node 90 to 100
************************************************************************
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0120
PIPEFLOW(CFS) = 1026.36
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 8.081
Node 100 to 110
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0027
PIPEFLOW(CFS) = 1070.38
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 10.859
Node 110 to 2000
************************************************************************
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0390
PIPEFLOW(CFS) = 1351.80
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.184
Node 2000 to 2010
************************************************************************
»»PIPEFLOW HYDRAULIC INPUT INFORMATION««
PIPE SLOPE(FEET/FEET) = 0.0084
PIPEFLOW(CFS) = 2221.13 = 3874.13-1653 (existing 120" carries 1653 cfs)
MANNINGS FRICTION FACTOR = 0.013000
»»>SOFFIT -FLOW PIPE DIAMETER(FEET) = 11.541