HomeMy WebLinkAboutCitrus Ave Storm Drain MPSD B3CITRUS AVENUE
pm
6 STORM DRAIN
MPSD B3
DRAINAGE STUDY
CITY OF FONTANA
July 06, 2005
11
Reference 126-2013
PREPARED BY:
Madole & Associates, Inc.
760-A S. Rochester Avenue
Ontario, CA 91761
(909) 937-9151
7-9152
.47-- f. k
endell L. "lwatsuru Ba�el
R.C.E. 36637 Exp. 6/30/06
CONTENTS
SECTION TITLE
A DISCUSSION
o Vicinity Map
Q100 HYDROLOGY
u Line B3
u Line C
Q -CB Q100 CATCHBASINHYDROLOGY
u Catch Basin & Laterals
D STREETFLOWDEPTH& CATCH BASIN SIZING CALCULATIONS
H Q100STORMI)RAINHYDRAULICS
u Line B3
• Line C
• Laterals
R REFERENCES & MAPS
Li Soils Map (from San Bernardino County Hydrology Manual)
u Isoh etal Maps (from San Bernardino County Hydrology Manual)
y
Li Street Cross-secdon Diagram
• Excerptsfrom the City of Fontana MPSD
• MPSD Line B3 Hydrology Map
• Catch Basin & Lateral Hydrology Map
-D-1- S- C USSION
INTRODUCTION
The purpose of this report is to provide a drainage study for the Street Improvements of Citrus
Avenue. The proposed project is located northerly from Summit Avenue to Duncan Canyon Road in
the City Fontana, County of San Bernardino, California (See the following Vicinity Map).
The project will provide the infrastructure in Citrus Avenue for the future development along Citrus
Avenue. Generally, the terrain slopes from northeast to southwest. Storm water from future
development east of Citrus Avenue will flow overland and in future streets and drainage systems in a
southerly and westerly direction. The future developments will have underground storm drain systems
that will intercept the storm flows and discharge into the Citrus Avenue Storm Drain, and ultimately
into the Summit Avenue Storm Drain, MPSD Line B.
EXISTING CONDITIONS
The topographic contours for this area indicate that the surface falls southwesterly. The land is open
field with very small amounts of vegetation and for the most part, the storm water runoff from the
northeast will drain onto Citrus Avenue. The drainage area boundary is bound on the north by the
Duncan Canyon Road and the Master Plan Storm Drain, the east drainage boundary appears to be a
little more than 3/4 of a mile east of Citrus Avenue towards Sierra Avenue, with the west boundary
being along the west side of Citrus Avenue.
The storm water that will drain into Citrus Avenue will flow southerly to Summit Avenue. An
existing drainage system at Summit Avenue and Citrus Avenue provides for the surface runoff from
the predeveloped conditions (This existing drainage system will be removed as part of the Summit
Avenue Storm Drain Improvements).
PROPOSED STORM WATER DRAINAGE
The proposed Citrus Avenue Storm Drain, Line B3 and C, will provide the primary drainage
infrastructure for the Q100 stonn water runoff from area of nearly 343 acres northerly of Summit
Avenue. The facility will provide a main line 84" R.C.P. with reduction in sizes to 60" R.C.P. and
laterals for the adjacent potential development areas. Catch basins and inlets will intercept the street
runoff along the ultimate conditions of Knox Avenue.
This submittal of the design and drainage study assumes portions of the drainage area will be
contributory to Citrus Avenue. An area east of Citrus Avenue and adjacent to and northerly to Summit
Avenue will conceptually drain into Summit Avenue. (See Drainage Map).
VICINITY MAP
NOT TO SCALE
J:\12O-2O13\Exhibito\STO1.dwg,O7/D7/2OO4O7:4S:53AM, VN
METHODOFSTUDY. HYDROLOGICSTUDYAND HYDRAULIC CALCULATIONS
The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was
performed in the determination of the storm runoff peak flow rates (Section Q). AES software was
utilized for the hydrology calculations, street flow depth analysis, and catch basin sizing. Civil
Design's WSPGW hydraulic software program was used to analyze pipe sizes and carrying capacities
(Section H).
References are made to the Summit Avenue drainage structures (MPSD Line B) of which are shown in
Section R.
DISCUSSION OF RESULTS
Project Storm Drain Capacity
The Proposed Citrus Avenue Storm Drain will provide a drainage system designed for the interception
ofQ100. The catch basins and lateral storm drains are designed for the Q100.
The hydraulic calculations (Sections D and H) indicate that adequate catch basin interception and main
line storm drain capacity will be provided for the ultimate developed condition. The future extension
of the mainline should also be designed for the Q 100. The storm water flows from this system will be
conveyed to the downstream Summit Avenue Storm Drain also designed for the Q 100.
9111 "1 wl " ul " U-1 Ir I r I wl Irl U-1 r-- I t-11 jf� I ir,,l "
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
CITRUS AVE. MPSD LINE B3 IN THE CITY OF FONTANA
I Q100 -YEAR HYDROLOGY STUDY
JN 126-2013 wli citrsg.dat
---------------------------------------- (SAN BERNARDINO COUNTY] ----------------------------------------- I
FILE NAME:CITRSG.DAT *ENGLISH UNITS* I CALCULATED BY:
TIME/DATE OF STUDY: 12:49 7/ 6/2005 1 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC Il LOSSES) I PAGE NUMBER 1 OF
----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM 1PATHISLOPE1 V I HYDRAULICS I
POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(CfS) l(ft)lft/ftlFPS.1 AND NOTES I I
------------- I ------- I ------ I ------ I --------------- I I
------------- I ------- I ------ I ------ I --------------- I I
I I I I I I I I 1 1 9001.02221 IINITIAL SUBAREAl I
11.001 10.01 10.01 A 16D/ACI ---- 1 12.713.9410.4910.4881 31.11 ---- I ----- I ---- I --------------- I I
------------- I ------- I ------ 1___I ----- I I ----- I ---- I ---- I ----- I ------ 1 6801.00881 8.6lQpipe= 31.101 1
1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.741 1
1 1 21.001 1 1 1 1.31 1 1 1 1 1 1 1 1 30.0" -PIPE I I
1 1 21.001 10.81 20.801 A 16D/ACI ---- 1 14.013.7110.4910.4881 60.41 ---- I ----- I ---- I ADD SUBAREA I I
I I ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 6601.0318116.3iQpipe= 60.411 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.771 1
1 1 31.001 1 1 1 0.71 1 1 1 1 1 1 1 1 30.0" -PIPE I I
1 31.001 20.81 41.601 A 16D/ACI ---- 1 14.713.6110.4910.4881 116.91 ---- I ----- I ---- I ADD SUBAREA I I
I ------------- I ------- I ------ I I ------ I 6601.0303118.9lQpipe= 116.941 1
1 1 1 1 1 1 1 1 ln=.0130 D= 2.271 1
1 1 41.001 1 1 1 0.61 1 1 1 1 1 1 1 1 39.0" -PIPE I I
1 1 41.001 20.81 62.401 A 16D/ACI ---- 1 15.213.5310.4910.4881 170.71 ---- I ----- I ---- I ADD SUBAREA I I
I I ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 6601.0288120.3lQpipe= 170.731 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 2.661 1
1 1 51.001 1 1 1 0.51 1 1 1 1 1 1 1 1 45.0" -PIPE I I
1 1 51.001 20.81 83.201 A 16D/AC.1 ---- 1 15.813.4510.4910.4881 222.21 ---- I ----- I ---- I ADD SUBAREA I I
------------- ------- I ------ I I I ----- I ---- I ---- I ----- I ------ I 6601.0061111.9lQpipe= 222.161 1
1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 4.241 1
1 1 61.001 1 1 1 0.91 1 1 1 1 1 1 1 63.0" -PIPE I I
I------------- I ------- I ------ I I ---- I ----- I ------ 1 1 ----- I ---- I --------------- I I
1 61.001 1 83.21 1 1 1 16.713.341 1 1 222.21 ---- I ----- I ---- IFOR CONFLUENCE I I
I------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I I I I I 1 1 8501.02711 .. IINITIAL SUBAREAl I
1 1 211.001 9.31 9.31 A 16D/ACI ---- 1 11.914.0910.4910.4871 30.21 ---- I ----- I ---- I --------------- I I
1 1 211.001 10.01 19.301 A 16D/ACI ---- 1 11.914.0910.4910.4881 62.61 ---- I ----- I ---- I ADD SUBAREA I I
I I ------------- I ------- I ------ 1-1 ----- I I ----- I ---- I ---- I ----- I ------ I 6601.0303116.OlQpipe= 62.631 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.851 1
1 1 221.001 1 1 1 0.71 1 1 1 1 1 1 1 1 30.0" -PIPE I I
1 1 221.001 19.31 38.601 A 16D/ACI ---- 1 12.613.9610.4910.4881 120.61 ---- I ----- I ---- I ADD SUBAREA I I
I I ------------- I ------- I ------ ]---I ----- I I ----- I ---- I ---- I ----- I ------ I 6601.0273118.11Qpipe= 120.561 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 2.431 1
1 1 231.001 1 1 1 0.61 1 1 1 1 1 1 1 1 39.0" -PIPE I I
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
r,-3 ",- m" m ", ", m", ui rii w?,,v ir's wv ory r --i " wo " " " "
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
CITRUS AVE. MPSD LINE B3 IN THE CITY OF FONTANA
I Q100 -YEAR HYDROLOGY STUDY
JN 126-2013 wli citrsg.dat
---------------------------------------- (SAN BERNARDINO COUNTY] ----------------------------------------- I
FILE NAME:CITRSG.DAT *ENGLISH UNITS* I CALCULATED BY:
TIME/DATE OF STUDY: 12:49 7/ 6/2005 1 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 2 OF
----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I
I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
1 231.001 19.31 57.901 A 16D/ACI ---- 1 13.213.8510.4910.4881 175.11 ---- I ----- I ---- I ADD SUBAREA I I
I ------------- I ------- I ------ I ------ I 6601.0303120.9lQpipe= 175.101 1
1 1 1 1 1 1 1 ln=.0130 D= 2.661 1
1 1 61.001 1 1 1 0.51 1 1 1 1 1 1 1 1 45.0" -PIPE I I
1 1 61.001 19.31 77.201 A 16D/ACI ---- 1 13.713.7610.4910.4881 227.21 ---- I ----- I ---- I ADD SUBAREA I I
II ------------- I ------- I ------ I___I ----- I ---- I ----- I ---- I ---- I ----- I ------ I --------------- I I
I I CONFLUENCE I PEAK FLOW RATE = 436.5 (cfs) I
1 1 ANALYSIS I TIME OF CONCENTRATION(MIN.) = 13.7 LARGEST I
FOR POINT# I MEAN VALUES: Fp 0.975 (in/hr); Ap = 0.500; Fm = 0.488 (in/hr) CONFLUENCE I
61.001 EFFECTIVE AREA 145.48 (Acres); TOTAL AREA = 160.40 (Acres)l Q= 436.51 1
1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I
1 436.45 13.71 0,975 0.50 0.488 3.76 145.480 209.01 1 1
1 420.22 16.71 0.975 0.50 0.488 3.34 160.400 9.01 1 1
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I 6601.0118118.IlQpipe= 436.451 1
1 1 1 1 ln=.0130 D= 4.781 1
1 1 64.001 1 1 1 0.61 1 1 1 1 1 1 1 1 72.0" -PIPE I I
------------- I ------- I ------ I ------ I 6701.0100117.3lQpipe= 436,451 1
1 1 1 1 1 1 ln=.0130 D= 4.621 1
65.001 1 1 1 0.61 1 1 1 1 1 1 1 1 78.0" -PIPE I I
65.001 38.21183.681 A I Sch I ---- 1 15.013.5710.5910.5081 505.61 ---- I ----- I ---- I ADD SUBAREA I I
------------- I ------- I ------ I ------ I 5451.0158121.4lQpipe= 505.561 1
1 1 1 1 1 1 ln=.0130 D= 4.351 1
1 1 67.001 1 1 1 0.41 1 1 1 1 1 1 1 1 78.0" -PIPE I I
------------- I ------- ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 651.0046115.2lQpipe= 505.561 1
1 1 1 1 1 I*velocity=(total flow)/(pipeln=.0130 D= 6.501 1
1 68.001 1 1 1 0.11 1 1 1 cross section area)l 78.0" -PIPE I I
I ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 311.3195165.4lQpipe= 505.561 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.841 1
1 1 71.001 1 1 1 0.01 1 1 1 1 1 1 78.0" -PIPE 1
1 1 ------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I I ---------------
al-Trpul.sl WIE 71.001 1 183.71 1 1 ---- 1 15.513.501 1 1 505.61 ---- I ----- I ---- IFOR CONFLUENCE
------------- I ------- I ------ I ------ I ---- I ----- I ---- I ---------------
1 1 1 1 9301.02581 .. IINITIAL SUBAREAl I
311.001 8.01 8.01 A 16D/ACI ---- 1 12.413,9810.4910.4881 25.21 ---- I ----- I ---- I --------------- I I
-------------------------------------------------------------------------------------------------------- I I
--------------------------------------------------------------------------------------------------------------
FAMUWK�
Poo
114
Lt kle
W11 ".- 1-11 "_ W-11 W-1 9-1 Ir 11 lr-,-1 V-1 "
-------------------------------
I I DESCRIPTION OF STUDY:
FilloffIr
----------------
I CITRUS AVE. MPSD LINE B3 IN THE CITY OF FONTANA
1 Q100 -YEAR HYDROLOGY STUDY
JN 126-2013 wli citrsg,dat
---------------------------------------- [SAN BERNARDINO COUNTY) -----------------------------------------
FILE NAME:CITRSG.DAT *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 12:49 7/ 6/2005 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 3 OF
----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I
II ------------- I ------- I ------ I ------ I ---- I ----- I ---- I --------------- I I
I I ------------- I ------- I ------ I I ----- I ---- I ---- I ----- I ------ I 8301.0169110.3lQpipe= 25.171 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.451 1
1 1 321.001 1 1 1 1.31 1 1 1 1 1 1 1 1 24.0" -PIPE 1 1
1 1 321.001 8.21 16,201 A 16D/ACI ---- 1 13.813.7510.4910.4871 47.51 ---- I ----- I ---- I ADD SUBAREA I I
1 1 321.001 5.71 21.901 A lopen Brushl 13.813.7510.8610.5841 62.31 ---- I ----- I ---- I ADD SUBAREA I I
1 1 321.001 2.61 24.501 A I Com I ---- 1 13.813.7510.1010.5331 70.81 ---- I ----- I ---- I ADD SUBAREA I I
I I ------------- I ------- I ------ I ------ I 6201.0282116.3lQpipe= 70.831 1
1 1 1 1 1 1 1 1 ln=.0130 D= 1,891 1
1 1 331.001 1 1 1 0.61 1 1 1 1 1 1 1 1 33.0" -PIPE I I
1 331.001 1.41 25.901 A I Com I ---- 1 14.413.6510.1010.5091 73.11 ---- I ----- I ---- I ADD SUBAREA I I
1 331.001 19.01 44.901 A 16D/ACI ---- 1 14.413.6510.4910.5001 127.11 ---- I ----- I ---- I ADD SUBAREA I I
1 1 331.001 2.31 47.201 A 16D/ACI ---- 1 14.413.6510.4910.4991 133.61 ---- I ----- I ---- I ADD SUBAREA I I
-------------
1
-------
341.001
1 1
341.001
0.81
1 1
1 1 -------------
341.001
I -------
0.81
I
I I
1 1
I
351.001
I
1
1 1
351.001
0.91
1,11 #
351.001
1.01
6 1 -------------
'T-i
-------
----------
5851.0260118.4lQpipe= 133.641
1 1 ln=.0130 D= 2.471
1 1 0.51 1 1 1 1 1 1 1 1 42.0" -PIPE 1
48.001 A I Com I ---- 1 15.013.5710.1010.4931 133.61 ---- I ----- I ---- 1 ADD SUBAREA 1
48.801 A I Com I ---- 1 15.013.5710.1010.4861 135.31 ---- I ----- I ---- I ADD SUBAREA I
------ 1 ---- I ----- I ------ I 6451.0256118.3lQpipe= 135.321
1 1 1 1 1 1 ln=.0130 D= 2.511
1 1 0.61 1 1 1 1 1 1 1 1 42.0" -PIPE 1
49.701 A I Com I ---- 1 15.513.4910.1010.4791 135.31 ---- I ----- I ---- I ADD SUBAREA 1
50.701 A I Com I ---- 1 15.513.4910.1010.4721 137.51 ---- I ----- I ---- I ADD SUBAREA I
------ I 1:!� I 1011.0218117.IlQpipe= 137.551
1 1 1 1 ln=.0130 D= 2.721
1 0.11 1 1 1 1 1 1 1 1 42.011 -PIPE I
------ ------ I 301.2867146.OlQpipe= 137.551
1 1 1 ln=.0130 D= 1.221
1 0.01 1 1 1 1 1 1 1 1 42.0" -PIPE I
----------------------------------------------------------------------------------
----------------------
Irl CIS all V�l Ull Ul fr1l fr11 I" r"A wl ff"I r I ul 9-1 V-1 Iry ". r'll
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
CITRUS AVE. MPSD LINE B3 IN THE CITY OF FONTANA
I Q100 -YEAR HYDROLOGY STUDY
JN 126-2013 wli citrsg.dat
---------------------------------------- [SAN BERNARDINO COUNTY] -----------------------------------------
FILE NAME:CITRSG.DAT *ENGLISH UNITS* I CALCULATED BY:
TIME/DATE OF STUDY: 12:49 7/ 6/2005 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 4 OF
----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM PATHISLOPE1 V I HYDRAULICS I I
I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(cfs) I(ft)Ift/ftIFPS.I AND NOTES I I
------------- I ------- I ------ 1___I ------ I --------------- I I
------------- I ------- I ------ I --- I ------ 1 --------------- I I
CONFLUENCE 1 PEAK FLOW RATE 642.6 (cfs) I I
ANALYSIS I TIME OF CONCENTRATION(MIN.) = 15.5 LARGEST
FOR POINT# I MEAN VALUES: Fp 0.970 (in/hr); Ap = 0.516; Fm = 0.500 (in/hr) CONFLUENCE
71.001 EFFECTIVE AREA 233.79 (Acres); TOTAL AREA = 249.30 (Acres)l Q= 642.61 1
1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I
1 642.62 15.47 0.970 0.52 0.500 3.50 233.790 209.01 1 1
1 641.60 15.65 0.970 0.52 0.500 3.47 235.284 309.01 1 1
1 603.14 18.48 0.970 0.51 0.499 3.14 249.300 9.01
------------- ------- ------ ------ I ---- I ----- I ---- I ---------------
------------- ------- ------ ------ I 5401.0120119.4lQpipe= 642.621 1
1 I*velocity=(total flow)/(pipeln=.0130 D= 6.501 1
1 1 361.001 1 1 0.51 1 1 1 cross section area)l 78.0" -PIPE I I
1 361.001 0.91234.691 A I Com I ---- 1 15.913.4310.1010.4981 642.61 ---- I ----- I ---- I ADD SUBAREA I I
1 361.001 1.01235.691 A I Com I ---- 1 15.913.4310.1010.4971 642.61 ---- I ----- I ---- I ADD SUBAREA I I
------------- ------- I ------ ------ I 951.0221125.7lQpipe= 642.621 1
1 1 1 1 ln=.0130 D= 4.591 1
1 371.001 1 1 1 0.11 1 1 1 1 78.0l' -PIPE
1 371,001 19.11254.791 A 16D/ACI ---- 1 16.013.4310.4910.4961 672.01 ---- I ----- I ---- I ADD SUBAREA
I ------------- I ------- I ------ I ------ I 2801.0261127.7lQpipe= 671.961 1
1 1 1 1 1 1 1 ln=.0130 D= 4.461 1
1 381.001 1 1 1 0.21 1 1 1 1 1 1 1 1 78.0" -PIPE I I
1 381.001 9.61264.391 A 16D/ACI ---- 1 16.213.4010.4910.4961 692.21 ---- I ----- I ---- I ADD SUBAREA I I
I ------------- I ------- I ------ I ------ I 5601.0271128.3lQpipe= 692.241 1
1 1 1 1 1 1 1 ln=.0130 D= 4.491 1
1 391.001 1 1 1 0.31 1 1 1 1 1 1 1 1 78.011 -PIPE I I
1 391.001 1.31265.691 A I Com I ---- 1 16.513.3610,1010.4941 692.21 ---- I ----- I ---- I ADD SUBAREA I I
1 391.001 1.41267.091 A I Com I ---- 1 16.513.3610.1010.4921 692.21 ---- I ----- I ---- I ADD SUBAREA I I
------------- ------- ------ ------ I 5601.0245127.5lQpipe= 692.241 1
1 1 1 ln=.0130 D= 4.361 1
1 401.001 1 1 0.31 1 1 1 1 1 1 1 1 84.011 -PIPE I I
I 1 10.11 1 A 10pen Brushl 1 10.861 1 1 1 1 1 1 1
1 401.001 21.31298.491 A 16D/ACI ---- 1 16.813.3210.4910.5041 757.31 ---- I ----- I ---- I ADD SUBAREA I I
I-------------------------------------------------------------------------------------------------------- I I
--------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
CITRUS AVE. MPSD LINE B3 IN THE CITY OF FONTANA
I Q100 -YEAR HYDROLOGY STUDY
JN 126-2013 wli citrsg.dat
---------------------------------------- [SAN BERNARDINO COUNTY] -----------------------------------------
FILE NAME:CITRSG.DAT *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 12:49 7/ 6/2005 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 5 OF
----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I lCONCENTRATION1 AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I
------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 3001,0253128.4lQpipe= 757.341 1
1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 4.581 1
1 1 411.001 1 1 1 0.21 1 1 1 1 1 1 1 1 84.0" -PIPE I I
411.001 1.21299.691 A I Com I ---- 1 17.013.3010.1010.5021 757.31 ---- I ----- 1 ---- I ADD SUBAREA I I
------------- ------- I ------ ------ I 150J.0260128.7lQpipe= 757.341 1
1 1 1 1 ln=.0130 D= 4.541 1
1 1 421.001 1 1 1 0.11 1 1 1 1 84.0" -PIPE I I
1 1 421.001 7.11306.791 A I Com I ---- 1 17.113.2910.1010.4931 772.91 ---- I ----- I ---- I ADD SUBAREA I I
1 421.001 0.31307.091 A I Com I ---- 1 17.113.2910.1010.4931 773.81 ---- 1 ----- I ---- I ADD SUBAREA I I
------------- ------- ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 991.0222127.OlQpipe= 773.791 1
1 1 1 1 1 1 1 1 1 ln=.0130 D= 4.881 1
1 1 431.001 1 1 0.11 1 1 1 1 1 1 1 1 84.0" -PIPE I I
431.001 1.71308.791 A I Com I ---- 1 17.213.2910.1010.4901 776.71 ---- I ----- I ---- I ADD SUBAREA I I
------------- I ------- I ------ I --- I ----- 1 ---- I ----- I ---- I ---- ------ I ---- I ----- 1 ---- I --------------- I I
431.001 1 308.81 1 1 ---- 1 17.21 1 1 1 776.71 ---- I ----- I ---- ISTREAM SUMMARY I I
------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
EFFECTIVE AREA = 308.79 Acres TOTAL AREA = 324.30 Acres PEAK FLOW RATE = 776.72 cfs I I
TIME OF CONCENTRATION(MIN.)= 17.16 MEAN VALUES: Fp 0.963 (in/hr); Ap 0.509; Fm 0.490 (in/hr)l I
------------- ------- I ------ I --- I ----- I ---- I ----- I ---- ---- I ----- I ------ ---------------
PEAK FLOW RATE TABLE
I Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE
776.72 17.16 0.963 0.51 0.490 3.29 308.790 209.01 1 1
774.65 17.34 0.963 0.51 0.490 3.26 310.284 309,01 1 1
1 725.97 20.21 0.964 0.51 0.490 2.98 324.300 9.01 1
------------- ------- ------ ------ ---------------
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
H_
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2004 Advanced Engineering Software (aes)
Ver. 10.0 Release Date: 01/01/2004 License ID 1251
pa
i Analysis prepared by:
60
DESCRIPTION OF STUDY
CITRUS AVE. MPSD LINE B3 IN THE CITY OF FONTANA
Q100 -YEAR HYDROLOGY STUDY
JN 126-2013 wli citrsg.dat
FILE NAME: CITRSG.DAT
TIME/DATE OF STUDY: 12:49 07/06/2005
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
FLOW PROCESS FROM NODE 9.00 TO NODE 11.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
USER SPECIFIED STORM EVENT(YEAR) 100-00
SPECIFIED MINIMUM PIPE SIZE(INCH) 24.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE
= 0.95
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;TN/HR) vs. LOG(TC;MIN)) =
0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5500
*ANTECEDENT MOISTURE CONDITION (AMC) II 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
(n)
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT)
1 33.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 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-SPECTFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 9.00 TO NODE 11.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
al,
INITIAL SUBAREA FLOW-LENGTH(FEET) 900.00
ELEVATION DATA: UPSTREAM(FEET) = 1816.00 DOWNSTREAM(FEET) 1796.00
0
10
iw
m
0
H
9
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) =
12.656
* 100 YEAR RAINFALL INTENSITY(INCH/HR) =
3.943
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA
Fp
LAND USE GROUP (ACRES)
(INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 10.00
0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) = 31.10
Ap SCS Tc
(DECIMAL) CN (MIN.)
mmm
TOTAL AREA(ACRES) = 10.00 PEAK FLOW RATE(CFS) =
0.50 32 12.66
31.10
FLOW PROCESS FROM NODE 11.00 TO NODE 21.00 IS CODE = 31
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1790.00 DOWNSTREAM(FEET) 1784.00
FLOW LENGTH(FEET) = 680.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 8.55
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 31.10
PIPE TRAVEL TIME(MIN.) = 1.33 Tc(MIN.) = 13.98
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 21.00 = 1580.00 FEET.
FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.98
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.714
SUBAREA LOSS RATE DATA(AMC II): Ap SCS
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL 0.50 32
"5-7 DWELLINGS/ACRE" A 10.80 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 31.37
SUBAREA AREA(ACRES) = 10.80 SUBAREA RUNOFF(CFS)
EFFECTIVE AREA(ACRES) = 20.80 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 20.80 PEAK FLOW RATE(CFS) = 60.41
FLOW PROCESS FROM NODE 21.00 TO NODE 31.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
H
ELEVATION DATA: UPSTREAM(FEET) = 1784.00 DOWNSTREAM(FEET) 1763.00
FLOW LENGTH(FEET) = 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 30.0 INCH PIPE IS 21.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 16.30
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 60.41
PIPE TRAVEL TIME(MIN.) = 0.67 Tc(MIN.) = 14.66
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 31.00 = 2240.00 FEET.
FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.66
100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.611
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 20,80 0*11 0*50 12
Fp(INCH/HR) 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE,
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 20.80 SUBAREA RUNOFF(CFS) 58.47
EFFECTIVE AREA(ACRES) 41.60 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 41.60 PEAK FLOW RATE(CFS) = 116.94
FLOW PROCESS FROM NODE 31.00 TO NODE 41.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1763.00 DOWNSTREAM(FEET) 1743.00
FLOW LENGTH(FEET) 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 39.0 INCH PIPE IS 27.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 18-90
ESTIMATED PIPE DIAMETER(INCHI = 39*00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 116.94
PIPE TRAVEL TIME(MIN.) = 0.58 Tc(MIN.) = 15.24
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 41.00 = 2900.00 FEET.
FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.24
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.527
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 20.80 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 20-80 SUBAREA RUNOFF(CFS) = 56.91
EFFECTIVE AREA(ACRES) = 62.40 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) 62.40 PEAK FLOW RATE(CFS) 170.73
FLOW PROCESS FROM NODE 41.00 TO NODE 51.00 IS CODE = 31
------------ --------- ------ ---- ---- ------------
-->>>>>COMPUTE-PIPE-FLOW-TRAVEL-TIME-THRU-SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1743.00 DOWNSTREAM(FEET) 1724.00
FLOW LENGTH(FEET) = 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 32.0 INCHES
= 20.34
PIPE -FLOW VELOCITY(FEET/SEC.)
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 170.73 15.78
PIPE TRAVEL TIME(MIN.) = 0.54 Tc(MIN.) = 3560.00 FEET.
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 51.00 =
FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.78
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.454
SUBAREA LOSS RATE DATA(AMC II): Ap SCS
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 20.80 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 55.54
SUBAREA AREA(ACRES) = 20.80 SUBAREA RUNOFF(CFS)
EFFECTIVE AREA(ACRES) = 83.20 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 83.20 PEAK FLOW RATE(CFS) = 222.16
Pl
FLOW PROCESS FROM NODE 51.00 TO NODE 61.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) 1724.00 DOWNSTREAM(FEET) 1720.00
FLOW LENGTH(FEET) 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 63.0 INCH PIPE IS 50.9 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 11.85
ESTIMATED PIPE DIAMETER(INCH) = 63.00 NUMBER OF PIPES
PIPE-FLOW(CFS) 222.16 0.93 Tc(MIN.) = 16.71
PIPE TRAVEL TIME(MIN.) = 61.00 = 4220.00 FEET.
LONGEST FLOWPATH FROM NODE 9.00 TO NODE
FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE
----------------------------------------------------------------------------
-0
r
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 16.71
RAINFALL INTENSITY(INCHM) = 3.34
AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES) 83.20
TOTAL STREAM AREA(ACRES) = 83.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 222.16
FLOW PROCESS FROM NODE 209.00 TO NODE 211-00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 850.00 EET) 1784.00
ELEVATION DATA: UPSTREAM(FEET) = 1807.00 DOWNSTREAM(F
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]* -0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.892
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.093
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 9.30 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) 30.18
TOTAL AREA(ACRES) = 9.30 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN-)
0.97
0.50 32 11.89
30.18
OR
wz� DE 211.00 TO NODE 211.00 IS CODE
FLOW PROCESS FROM NO
-------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 11-89
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.093
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL 10.00 0.98 0.50 32
"5-7 DWELLINGS/ACRE" A
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 32.45
SUBAREA AREA(ACRES) 10.00 SUBAREA RUNOFF(CFS)
-AVERAGED Fm(INCH/HR) = 0.49
EFFECTIVE AREA(ACRES) 19.30 AREA 0.50
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap =
TOTAL AREA(ACRES) 19.30 PEAK FLOW RATE(CFS) 62.63
FLOW PROCESS FROM NODE 211.00 TO NODE 221.00 IS CODE = 31
----------------------------------------------------------------------------
H
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1778.00 DOWNSTREAM(FEET) 1758.00
FLOW LENGTH(FEET) = 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 30.0 INCH PIPE IS 22.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 16.04
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES
im PIPE-FLOW(CFS) = 62.63
PIPE TRAVEL TIME(MIN.) = 0.69 Tc(MIN.) - 12.58
oku LONGEST FLOWPATH FROM NODE 209.00 TO NODE 221.00 = 1510.00 FEET.
FLOW PROCESS FROM NODE 221.00 TO NODE 221.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 12.58
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.958
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 19.30 0.98 0.50 32
IN SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 19.30 SUBAREA RUNOFF(CFS) 60.28
EFFECTIVE AREA(ACRES) = 38.60 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 38.60 PEAK FLOW RATE(CFS) = 120.56
FLOW PROCESS FROM NODE 221.00 TO NODE 231.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
IN
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1758.00 DOWNSTREAM(FEET) 1740.00
FLOW LENGTH(FEET) = 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 39.0 INCH PIPE IS 29.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 18.15
ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 120.56
PIPE TRAVEL TIME(MIN.) = 0.61 Tc(MIN.) = 13.18
LONGEST FLOWPATH FROM NODE 209.00 TO NODE 231.00 = 2170.00 FEET.
6 FLOW PROCESS FROM NODE 231.00 TO NODE 231.00 IS CODE = 81
----------------------------------------------------------------------------
go >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.18
00 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.848
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
0
"5-7 DWELLINGS/ACRE" A 19.30 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
is SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 19.30 SUBAREA RUNOFF(CFS) 58.37
EFFECTIVE AREA(ACRES) = 57.90 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) 57.90 PEAK FLOW RATE(CFS) 175.10
FLOW PROCESS FROM NODE 231.00 TO NODE 61.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1740.00 DOWNSTREAM(FEET) 1720.00
FLOW LENGTH(FEET) = 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 32.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 20.87
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 175.10
PIPE TRAVEL TIME(MIN.) = 0.53 Tc(MIN.) = 13.71
k,!; LONGEST FLOWPATH FROM NODE 209.00 TO NODE 61.00 = 2830.00 FEET.
FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.71
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.758
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 19.30 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 19.30 SUBAREA RUNOFF(CFS) 56.81
EFFECTIVE AREA(ACRES) = 77.20 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 77.20 PEAK FLOW RATE(CFS) = 227.25
FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<<
TOTAL NUMBER OF STREAMS = 2
on CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
6 TIME OF CONCENTRATION(MIN.) = 13.71
RAINFALL INTENSITY(INCH/HR) = 3.76
ps AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98
6 AREA -AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES) 77.20
op TOTAL STREAM AREA(ACRES) 77.20
!_p_ PEAK FLOW RATE(CFS) AT CONFLUENCE 227.25
CONFLUENCE DATA
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 222.16 16.71 3.338 0.98( 0.49) 0.50 83.2 9.00
2 227.25 13.71 3.758 0.98( 0.49) 0.50 77.2 209.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
to PEAK FLOW RATE TABLE
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 436.45 13.71 3.758 0.98( 0.49) 0.50 145.5 209.00
60 2 420.22 16.71 3.338 0.98( 0.49) 0.50 160.4 9.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) 436.45 Tc(MIN.) 13.71
EFFECTIVE AREA(ACRES) 145.48 AREA -AVERAGED Fm(INCH/HR) = 0.49
00 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
i TOTAL AREA(ACRES) = 160.40
to LONGEST FLOWPATH FROM NODE 9.00 TO NODE 61.00 = 4220.00 FEET.
pa
FLOW PROCESS FROM NODE 61.00 TO NODE 64.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1720.00 DOWNSTREAM(FEET) 1712.20
op FLOW LENGTH(FEET) 660.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 72.0 INCH PIPE IS 57.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 18.09
ESTIMATED PIPE DIAMETER(INCH) = 72.00 NUMBER OF PIPES
PIPE-FLOW(CFS) 436.45
PIPE TRAVEL TIME(MIN.) 0.61 Tc(MIN.) = 14.32
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 64.00 = 4880.00 FEET.
FLOW PROCESS FROM NODE 64.00 TO NODE 65.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1712.20 DOWNSTREAM(FEET) 1705.50
FLOW LENGTH(FEET) = 670.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 78.0 INCH PIPE IS 55.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.30
IN GIVEN PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES
6 PIPE-FLOW(CFS) 436.45
PIPE TRAVEL TIME(MIN.) = 0.65 Tc(MIN.) = 14.96
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 65.00 5550.00 FEET.
FLOW PROCESS FROM NODE 65.00 TO NODE 65.00 IS CODE = 81
go----------------------------------------------------------------------------
62
0
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.96
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.566
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS 141 ro t+
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
SCHOOL A 38.20 0.98 0.60 32 SQHt17L--
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60
= 102.49
SUBAREA AREA(ACRES) 38.20 SUBAREA RUNOFF(CFS)
EFFECTIVE AREA(ACRES) = 183.68 AREA -AVERAGED Fm(INCH/HR) = 0.51
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.52
TOTAL AREA(ACRES) 198.60 PEAK FLOW RATE(CFS) 505.56
FLOW PROCESS FROM NODE 65.00 TO NODE 67.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1705.50 DOWNSTREAM(FEET) = 1696.90
FLOW LENGTH(FEET) = 545.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 78.0 INCH PIPE IS 52.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 21.43
GIVEN PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 505.56
PIPE TRAVEL TIME(MIN.) = 0.42 Tc(MIN.) = 15.39
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 67.00 6095.00 FEET.
FLOW PROCESS FROM NODE 67.00 TO NODE 68.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1796.90 DOWNSTREAM(FEET) = 1796.60
FLOW LENGTH(FEET) = 65.30 MANNING'S N = 0.013
IN ASSUME FULL -FLOWING PIPELINE FS
PIPE -FLOW VELOCITY(FEET/SEC.) = 15.24
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA)
GIVEN PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 505.56
PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 15.46
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 68.00 6160.30 FEET.
FLOW PROCESS FROM NODE 68.00 TO NODE 71.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1696.60 DOWNSTREAM(FEET) = 1686.60
FLOW LENGTH(FEET) = 31.30 MANNING'S N = 0.013
DEPTH OF FLOW IN 78.0 INCH PIPE IS 22.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 65.43
on GIVEN PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES
h
0
!I
OF
61
0
PIPE-FLOW(CFS) = 505.56
PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 15.47
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 71.00 = 6191.60 FEET.
FLOW PROCESS FROM NODE 71.00 TO NODE 71.00 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.) = 15.47
RAINFALL INTENSITY(INCH/HR) = 3.50
AREA -AVERAGED Fm(INCH/HR) = 0.51
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.52
EFFECTIVE STREAM AREA(ACRES) 183.68
TOTAL STREAM AREA(ACRES) = 198.60
PEAK FLOW RATE(CFS) AT CONFLUENCE = 505.56
FLOW PROCESS FROM NODE 309.00 TO NODE 311.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 930.00
ELEVATION DATA: UPSTREAM(FEET) = 1794.00 DOWNSTREAM(FEET) 1770.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)] --0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.445
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.983
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 8.00 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) 25.17
TOTAL AREA(ACRES) = 8.00 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
mmm
0.50 32 12.45
25.17
FLOW PROCESS FROM NODE 311.00 TO NODE - 321.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1764.00 DOWNSTREAM(FEET) 1750.00
FLOW LENGTH(FEET) = 830.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 10.28
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 25.17
PIPE TRAVEL TIME(MIN.) = 1.35 Tc(MIN.) = 13.79
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 321.00 = 1760.00 FEET.
FLOW PROCESS FROM NODE 321.00 TO NODE 321.00 IS CODE = 81
0
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.79
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.745
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap
SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL)
CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 8.20 0.98 0.50
32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 8.20 SUBAREA RUNOFF(CFS) 24.04
EFFECTIVE AREA(ACRES) 16.20 AREA -AVERAGED Fm(INCH/HR)
= 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) 16.20 PEAK FLOW RATE(CFS)
47.50
FLOW PROCESS FROM NODE 321.00 TO NODE 321.00 IS CODE =
81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.79
100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.745
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap
SCS
on
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL)
CN
NATURAL FAIR COVER
"OPEN BRUSH" A 5.70 0.86 1.00
46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 5.70 SUBAREA RUNOFF(CFS) 14.80
EFFECTIVE AREA(ACRES) 21.90 AREA -AVERAGED Fm(INCH/HR)
= 0.58
AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.63
TOTAL AREA(ACRES) 21.90 PEAK FLOW RATE(CFS)
62.30
FLOW PROCESS FROM NODE 321.00 TO NODE 321.00 IS CODE =
81
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.79
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.745
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap
scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL)
CN
COMMERCIAL A 2.60 0.98 0.10
32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 2.60 SUBAREA RUNOFF(CFS) 8.54
EFFECTIVE AREA(ACRES) 24.50 AREA -AVERAGED Fm(INCH/HR)
= 0.53
AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.57
TOTAL AREA(ACRES) = 24.50 PEAK FLOW RATE(CFS) =
70.83
0
40 FLOW PROCESS FROM NODE- 321.00 TO NODE 331.00 IS CODE = 31
----------------------------------------------------------------------------
om >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1750.00 DOWNSTREAM(FEET) = 1732.50
FLOW LENGTH(FEET) = 620.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 22.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 16.26
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 70.83
PIPE TRAVEL TIME(MIN.) = 0.64 Tc(MIN.) = 14.43
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 331.00 = 2380.00 FEET.
FLOW PROCESS FROM NODE 331.00 TO NODE 331.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.43
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.645
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.40 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
po SUBAREA AREA(ACRES) = 1.40 SUBAREA RUNOFF(CFS) 4.47
EFFECTIVE AREA(ACRES) 25.90 AREA -AVERAGED Fm(INCH/HR) = 0.51
to AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.55
TOTAL AREA(ACRES) = 25.90 PEAK FLOW RATE(CFS) = 73.10
FLOW PROCESS FROM NODE 331.00 TO NODE 331.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
om
im
MAINLINE Tc(MIN) = 14.43
100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.645
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap
SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL)
CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 19.00 0.98 0.50
32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
OR
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
im
SUBAREA AREA(ACRES) = 19.00 SUBAREA RUNOFF(CFS) 54.00
EFFECTIVE AREA(ACRES) 44.90 AREA -AVERAGED Fm(INCH/HR)
= 0.50
AREA -AVERAGED Fp(INCH/HR) = 0.95 AREA -AVERAGED Ap = 0.53
TOTAL AREA(ACRES) 44.90 PEAK FLOW RATE(CFS)
127.10
FLOW PROCESS FROM NODE 331.00 TO NODE 331.00 IS CODE =
81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.43
om
im
Faw
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.645
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 2.30 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) 6.54
EFFECTIVE AREAlACRES) 47*20 AREA -AVERAGED Fm(INCH/HR) = 0.50
-AVERAGED Fp(INCH/HR) = 0.95 AREA -AVERAGED Ap = 0.53
AREA
TOTAL AREA(ACRES) 47.20 PEAK FLOW RATE(CFS) 133.64
FLOW PROCESS FROM NODE 331.00 TO NODE 341.00 IS CODE 41
---- ------- ---- ---- ------ -- ---- ------ -- ---- - --
>>>>>COMPU TE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1732.50 DOWNSTREAM(FEET) 1717.30
FLOW LENGTH(FEET) = 585.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 29.6 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 18.43
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 133.64
PIPE TRAVEL TIME(MIN.) = 0.53 Tc(MIN.) = 14.95
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 341.00 2965.00 FEET.
FLOW PROCESS FROM NODE 341.00 TO NODE 341.00 IS CODE = 81
----------------------------------------------------------------------------
pa >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
4
MAINLINE Tc(MIN) = 14.95
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.567
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.80 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) 2.50
EFFECTIVE AREA(ACRES) 48.00 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.95 AREA -AVERAGED Ap = 0.52
TOTAL AREA(ACRES) = 48.00 PEAK FLOW RATE(CFS) 133.64
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 341.00 TO NODE 341.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.95
100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.567
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.80 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) 2.50
EFFECTIVE AREA(ACRES) 48.80 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.95 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) 48.80 PEAK FLOW RATE(CFS) 135.32
FLOW PROCESS FROM NODE 341.00 TO NODE 351.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1717.30 DOWNSTREAM(FEET) 1700.80
FLOW LENGTH(FEET) = 645.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 30.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 18.34
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 135.32
PIPE TRAVEL TIME(MIN.) = 0.59 Tc(MIN.) = 15.54
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 351.00 3610.00 FEET.
FLOW PROCESS FROM NODE 351.00 TO NODE 351.00 IS CODE 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.54
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.486
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.90 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.90 SUBAREA RUNOFF(CFS) 2.74
EFFECTIVE AREA(ACRES) 49.70 AREA -AVERAGED Fm(INCH/HR) = 0.48
AREA -AVERAGED Fp(INCH/HR) = 0.95 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) = 49.70 PEAK FLOW RATE(CFS) 135.32
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 351.00 TO NODE 351.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.54
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.486
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.00 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) 3.05
EFFECTIVE AREA(ACRES) 50.70 AREA -AVERAGED Fm(INCH/HR) = 0.47
OF
71
AREA -AVERAGED Fp(INCH/HR) � 0.95 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 50.70 PEAK FLOW RATE(CFS) = 137.55
FLOW PROCESS FROM NODE 351.00 TO NODE 354.00 IS CODE 41
----------------------------------------------------------------------------
>>>>>COMPUTE PTPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1700.80 DOWNSTREAM(FEET) = 1698.60
FLOW LENGTH(FEET) = 101.00 MANNING'S N � 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 32.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.12
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 137.55
PIPE TRAVEL TIME(MTN.) = 0.10 Tc(MIN.) � 15.64
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 354.00 3�11.00 FEET.
FLOW PROCESS FROM NODE 354.00 TO NODE 71.00 IS CODE 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECTFTED PIPESIZE (EXISTING ELEMENT)<<<<<
--===== ------- === ----------- -------- == ------------------ == ---------
ELEVATION DATA: UPSTREAM(FFET) = 1698.60 DOWNSTREAM(FEET) = 1690.00
FLOW LENGTH(FEET) � 30.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 14
PIPE -FLOW VELOCITY(FEET/SEC.) = 45-. 5
GIVEN PIPE DTAMETER(INCH) = 42.00 NUMBER OF PIPES 1
PTPE-FLOW(CFS) = 137.55
PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 15.65
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 71.00 3741.00 FEET.
FLOW PROCESS FROM NODE 71.00 TO NODE 71.00 IS CODE 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPOTE VARIOUS CONFLUENCED STREAM VALUES<<<<<
---------------------- =�====== ----------------- ---------
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MTN.) = 15.65
RAINFALL INTENSITY(INCH/HR) = 3.47
AREA -AVERAGED Fm(INCH/HR) = 0.47
AREA -AVERAGED Fp(INCH/HR) = 0.95
AREA -AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES) 50.70
TOTAL STREAM AREA(ACRES) = 50.70
PEAK FLOW RATE(CFS) AT CONFLUENCE 13'7.55
** CONFLUENCE DATA **
STREAM Q Tc
NUMBER (CFS) (MIN.)
1 505.56 15.47
1 480.69 18.48
2 137.55 15.65
Intensity Fp(Fm)
(INCH/HR) (INCH/HR)
3.496 0.98( 0.51)
3.142 0.98( 0.51)
3.471 0.95( 0.47)
Ap Ae HEADWATER
(ACRES) NODE
0.52 183.7 209.00
0.52 198.6 9.00
0.50 50.7 309.00
AREA -AVERAGED Fp(INCH/HR) = 0.95 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) 50.70 PEAK FLOW RATE(CFS) 137.55
FLOW PROCESS FROM NODE 351.00 TO NODE 354.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
-----------------
ELEVATION DATA: UPSTREAM(FEET) = 1700.80 DOWNSTREAM(FEET) 1698.60
FLOW LENGTH(FEET) = 101.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 32.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.12
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 137.55
PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 15.64
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 354.00 3711.00 FEET.
FLOW PROCESS FROM NODE 354.00 TO NODE 71.00 IS CODE = 41
----------------------------------------------------------------------------
m >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
W >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1698.60 DOWNSTREAM(FEET) 1690.00
FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 14
PIPE -FLOW VELOCITY(FEET/SEC.) 5
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES
PIPE-FLOW(CFS) 137.55
PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 15.65
LONGEST FLOWPATH FROM NODE 309.00 TO NODE 71.00 3741.00 FEET.
FLOW PROCESS FROM NODE 71.00 TO NODE 71.00 IS CODE
----------------------------------------------------------------------------
>>>>>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.) = 15.65
RAINFALL INTENSTTY(INCH/HR) = 3.47
AREA -AVERAGED Fm(INCH/HR) = 0.47
AREA -AVERAGED Fp(INCH/HR) = 0.95
AREA -AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES) 50.70
TOTAL STREAM AREA(ACRES) = 50.70
PEAK FLOW RATE(CFS) AT CONFLUENCE 137.55
CONFLUENCE DATA
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 505.56 15.47 3.496 0.98( 0.51) 0.52 183.7 209.00
1 480.69 18.48 3.142 0.98( 0.51) 0.52 198.6 9.00
2 137.55 15.65 3.471 0.95( 0.47) 0.50 50.7 309.00
4w
im
I
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
IF
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity
Fp(Fm) Ap
Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR)
(INCH/HR)
(ACRES) NODE
1 642.62 15.47 3.496
0.97( 0.50) 0.52
233.8 209-00
2 641.60 15.65 3.471
0.97( 0.50) 0.52
235.3 309.00
3 603.14 18.48 3.142
0.97( 0.50) 0.51
249.3 9.00
pi
COMPUTED CONFLUENCE ESTIMATES ARE
AS FOLLOWS:
il
IN
PEAK FLOW RATE(CFS) 642.62_
Tc(MIN.) =
15.47
EFFECTIVE AREA(ACRES) 233.79
AREA -AVERAGED
Fm(INCH/HR) = 0.50
AREA -AVERAGED Fp(INCH/HR) = 0.97
AREA -AVERAGED
Ap = 0.52
po
i
TOTAL AREA(ACRES) = 249.30
is
LONGEST FLOWPATH FROM NODE
9.00 TO NODE
71.00 = 6191.60 FEET.
FLOW PROCESS FROM NODE 71.00 TO NODE 361.00 IS CODE = 41
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1686.20 DOWNSTREAM(FEET) 1679.70
FLOW LENGTH(FEET) = 540.00 MANNING'S N = 0.013
ASSUME FULL -FLOWING PIPELINE
PIPE -FLOW VELOCITY(FEET/SEC.) = 19.37
PIPE FLOW VELOCITY = (TOTAL FLOWMPIPE CROSS SECTION AREA)
GIVEN PIPE DTAMETER(INCH) = 78-00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 642.62
PIPE TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 15.93
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 361.00 6731.60 FEET.
FLOW PROCESS FROM NODE 361.00 TO NODE 361.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MTN) = 15.93
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.434
SUBAREA LOSS RATE DATA(AMC II): Ap Scs
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.90 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.90 SUBAREA RUNOFF(CFS) 2.70
EFFECTIVE AREA(ACRES) 234.69 AREA -AVERAGED Fm(INCH/HR) = 0.50
AREA -AVERAGED Fp,(TNCH/HR) = 0.97 AREA -AVERAGED Ap = 0.51 642.62
TOTAL AREA(ACRES) = 250.20 PEAK FLOW RATE(CFS) =
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 361.00 TO NODE 361-00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
0
7
MAINLINE Tc(MIN) = 15.93
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.434
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.00 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) 3.00
EFFECTIVE AREA(ACRES) 235.69 AREA -AVERAGED Fm(INCH/HR) = 0.50
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) = 251.20 PEAK FLOW RATE(CFS) 642.62
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 361.00 TO NODE 371.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECTFIED PIPESIZE (EXISTING ELEMENT)<<<<<
40 ELEVATION DATA: UPSTREAM(FEET) = 1679.70 DOWNSTREAM(FEET) 1677.60
ki FLOW LENGTH(FEET) = 95.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 78.0 INCH PIPE IS 55.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 25.68
GIVEN PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES
PIPE-FLOW(CFS) 642.62
PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 15.99
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 371.00 6826.60 FEET.
FLOW PROCESS FROM NODE 371.00 TO NODE 371.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.99
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.426
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap Scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 19.10 0.98 0.50 32 --
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 19.10 SUBAREA RUNOFF(CFS) 50.52
EFFECTIVE AREA(ACRES) 254.79 AREA -AVERAGED Fm(INCH/HR) = 0.50
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) = 270.30 PEAK FLOW RATE(CFS) = 671.96
FLOW PROCESS FROM NODE 371.00 TO NODE 381.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1677.60 DOWNSTREAM(FEET) = 1670.30
FLOW LENGTH(FEET) = 280.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 78.0 INCH PIPE IS 53.5 INCHES
60
PIPE -FLOW VELOCITY(FEET/SEC.) = 27.71
GIVEN PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 671.96
PIPE TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 16.16
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 381.00 7106.60 FEET.
FLOW PROCESS FROM NODE 381.00 TO NODE 381.00 IS CODE 81
---- ------- ---- ---- ------ -- ---- ------ -- ---- - --
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.16
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.405
SUBAREA LOSS RATE DATA(AMC II): Ap SCS
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 9.60 0.98 0.50 32
= 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR)
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 9.60 SUBAREA RUNOFF(CFS) 25.21
No EFFECTIVE AREA(ACRES) 264.39 AREA -AVERAGED Fm(INCH/HR) = 0.50
ik, AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.51 692.24.4 -
TOTAL AREA(ACRES) = 279.90 PEAK FLOW RATE(CFS) = -
FLOW PROCESS FROM NODE 381.00 TO NODE 391.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1670.30 DOWNSTREAM(FEET) 1655.10
FLOW LENGTH(FEET) = 560.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 78.0 INCH PIPE IS 53.9 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 28.32
GIVEN PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES
PIPE-FLOW(CFS) 692.24
PIPE TRAVEL TIME(MIN.) = 0.33 Tc(MIN.) = 16.49
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 391.00 7666.60 FEET.
FLOW PROCESS FROM NODE 391.00 TO NODE 391.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.49
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.364
SUBAREA LOSS RATE DATA(AMC II): Ap SCS
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.30 0.98 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 3.82
d0 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) 0.49
EFFECTIVE AREA(ACRES) 265.69 AREA -AVERAGED Fm(INCH/HR)
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) 281.20 PEAK FLOW RATE(CFS) 692.24
qm
7
P 1,
10,
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 391.00 TO NODE 391.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MR
MAINLINE Tc(MIN) = 16.49
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.364
SUBAREA LOSS RATE DATA(AMC II): Ap SCS
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.40 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 1.40 SUBAREA RUNOFF(CFS) 4.12
EFFECTIVE AREA(ACRES) 267.09 AREA -AVERAGED Fm(INCH/HR) = 0.49
to AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) 282.60 692.244 -
PEAK FLOW RATE(CFS)
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 391.00 TO NODE 401.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1655.10 DOWNSTREAM(FEET) 1641.40
FLOW LENGTH(FEET) 560.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 84.0 INCH PIPE IS 52.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 27.47
GIVEN PIPE DIAMETER(INCH) = 84.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 692.24
PIPE TRAVEL TIME(MIN.) = 0.34 Tc(MIN.) = 16.83
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 401.00 8226.60 FEET.
FLOW PROCESS FROM NODE 401.00 TO NODE 401.00 IS CODE = 81
----------------------------------------------------------------------------
P1 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.83
100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.323
SUBAREA LOSS RATE DATA(AMC II): AREA Fp Ap SCS
DEVELOPMENT TYPE/ SCS SOIL
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER A 10.10 0.86 1.00 46
"OPEN BRUSH"
RESIDENTIAL 21.30 0.98 0.50 32
"5-7 DWELLINGS/ACRE" A
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.92
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.66 76.75
SUBAREA AREA(ACRES) = 31.40 SUBAREA RUNOFF(CFS) 0.50
EFFECTIVE AREA(ACRES) 298.49 AREA -AVERAGED Fm(INCH/HR)
AREA -AVERAGED Fp(INCH/HR) = 0.96 AREA -AVERAGED Ap = 0.52 757.34 -A
TOTAL AREA(ACRES) 314.00 PEAK FLOW RATE(CFS)
6
FLOW PROCESS FROM NODE 401.00 TO NODE 411.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1641.40 DOWNSTREAM(FEET) 1633.80
FLOW LENGTH(FEET) = 300.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 84.0 INCH PIPE IS 55.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 28.36
wo GIVEN PIPE DIAMETER(INCH) = 84.00 NUMBER OF PIPES
PIPE-FLOW(CFS) 757.34
PIPE TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 17.01
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 411.00 8526.60 FEET.
FLOW PROCESS FROM NODE 411.00 TO NODE 411.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 17.01
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.302
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.20 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) 1.20 SUBAREA RUNOFF(CFS) 3.46
EFFECTIVE AREA(ACRES) 299.69 AREA -AVERAGED Fm(INCH/HR) = 0.50
AREA -AVERAGED Fp(INCH/HR) = 0.96 AREA -AVERAGED Ap = 0.52 757.34--4-
TOTAL AREA(ACRES) = 315.20 PEAK FLOW RATE(CFS)
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 411.00 TO NODE 421.00 IS CODE 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1633.80 DOWNSTREAM(FEET) 1629.90
FLOW LENGTH(FEET) = 150.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 84.0 INCH PIPE IS 54.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 28.66
GIVEN PIPE DIAMETER(INCH) = 84.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 757.34
PIPE TRAVEL TIME(MIN-) = 0.09 Tc(MIN.) = 17.10
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 421.00 8676.60 FEET.
Pt
FLOW PROCESS FROM NODE 421.00 TO NODE 421.00 IS CODE 81
---- ------- ---- ---- ------ -- ---- ------ -- ---- - --
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 17.10
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.292
ol SUBAREA LOSS RATE DATA(AMC II):
m
H
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap Scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 7.10 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 7.10 SUBAREA RUNOFF(CFS) 20.41
EFFECTIVE AREA(ACRES) 306.79 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.96 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) 322.30 PEAK FLOW RATE(CFS) 772.92
FLOW PROCESS FROM NODE 421.00 TO NODE 421.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 17.10
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.292
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.30 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = . 0.30 SUBAREA RUNOFF(CFS) 0.86
EFFECTIVE AREA(ACRES) = 307.09 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.96 AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES) 322.60 PEAK FLOW RATE(CFS) 773.79--4
FLOW PROCESS FROM NODE 421.00 TO NODE 431.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1629.90 DOWNSTREAM(FEET) 1627.70
FLOW LENGTH(FEET) = 99.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 84.0 INCH PIPE IS 58.6 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 26.99
GIVEN PIPE DIAMETER(INCH) = 84.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 773.79
PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 17.16
LONGEST FLOWPATH FROM NODE 9.00 TO NODE 431.00 8775.60 FEET.
FLOW PROCESS FROM NODE 431.00 TO NODE 431.00 IS CODE = 81
----------------------------------------------------------------------------
P!
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 17.16
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.285
41 SUBAREA LOSS RATE DATA(AMC II):
ft
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.70 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
ve SUBAREA AREA(ACRES) 1.70 SUBAREA RUNOFF(CFS) 4.88
R,
ml
0
Fl
H
EFFECTIVE AREA(ACRES) =
308.79
AREA -AVERAGED Fm(INCH/HR)
= 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.96
AREA -AVERAGED Ap = 0.51
TOTAL AREA(ACRES)
324.30
PEAK FLOW RATE(CFS)
776.72
-----------
END OF STUDY SUMMARY:
TOTAL AREA(ACRES)
324.30
TC(MIN.) 17.16
EFFECTIVE AREA(ACRES)
308.79
AREA -AVERAGED Fm(INCH/HR)=
0.49
AREA -AVERAGED Fp(INCH/HR)
= 0.96
AREA -AVERAGED Ap = 0.51
PEAK FLOW RATE(CFS)
776.72
PEAK FLOW RATE TABLE
STREAM Q Tc
Intensity
Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.)
(INCH/HR)
(INCH/HR) (ACRES) NODE
1 776.72 17.16
3.285
0.96( 0.49) 0.51 308.8
209.00
2 774.65 17.34
3.264
0.96( 0.49) 0.51 310.3
309.00
3 725.97 20.21
2.977
0.96( 0.49) 0.51 324.3
9.00
ANALYSIS
END OF RATIONAL METHOD
ml
0
Fl
H
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
CITRUS AVE. CATCH BASINS & LATERALS LINE B3 IN THE C ITY OF FONTANA
I Q100 -YEAR HYDROLOGY STUDY
JN 126-2013 wli cblt.dat
---------------------------------------- (SAN BERNARDINO COUNTYJ ----------------------------------------- I I
FILE NAME:CBLT.DAT *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 13:22 5/23/2005 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 1 OF
----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(CfS) l(ft)lft/ftlFPS.1 AND NOTES I I
I I ------------- I ------- I ------ I ------ I --------------- I I
II ------------- I ------- I ------ I ------ I --------------- I I
A A-1 I I I I I I I I I I 1 1 3501.02801 IINITIAL SUBAREAl I
1 341.001 0.81 0.81 A I Com I ---- 1 7.815.2910.1010.0981 3.71 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
1 1 5601.02801 .. IINITIAL SUBAREAl I
0__:�l 1 341.001 0.81 0.81 A I Com I ---- 1 7.815.2710.1010.0981 3.71 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
1 1 6951.02621 .. IINITIAL SUBAREAl I
0-11 1 351.001 1.01 1.01 A I Com I ---- 1 8.614.9610.1010.0981 4.41 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I ---------------- I
1 1 6551.02611 .. IINITIAL SUBAREAl I
1 1 351.001 0.91 0.91 A I Com I ---- 1 8.415.0310.1010.0981 4.01 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
lq3 1 1 6351.02651 .. IINITIAL SUBAREAl I
1 1 361.001 0.91 0.91 A I Com I ---- 1 8.315.0810.1010.0981 4.01 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
1 1 7001.02641 .. IINITIAL SUBAREAl 1
(53-1 1 361.001 1.01 1.01 A I Com I ---- 1 8.614.9610.1010.0981 4.41 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
1 1 7501.01601 .. IINITIAL SUBAREAl I
1 1 366.001 7.11 7.11 A 16D/ACI ---- 1 12.613.9610.4910.4881 22.21 ---- I ----- I ---- I --------------- I I
1 1 ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 7801.0241111.6lQpipe= 22.191 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.171 1
-93-1 1 1 371.001 1 1 1 1.11 1 1 1 1 1 1 1 1 24.0" -PIPE I I
1 1 371.001 12.01 19.101 A 16D/ACI ---- 1 13.713.7610.4910.4881 56.31 ---- I ----- I ---- I ADD SUBAREA I I
I I ------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I I .. I I I I 1 1 5301.01891 .. IINITIAL SUBAREAl I
1 1 376.001 3.61 3.61 A 16D/ACI ---- 1 10.614.3910.4910.4881 12.61 ---- I ----- I ---- I --------------- I I
1 1 ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ 1 7801.01291 B.OlQpipe= 12.651 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.001 1
1 381.001 1 1 1 1.61 1 1 1 1 1 1 1 1 24.011 -PIPE I I
1 381.001 6.01 9.601 A 16D/ACI ---- 1 12.214.0310.4910.4881 30.61 ---- I ----- I ---- I ADD SUBAREA I I
I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
mm -7 I I I I I I I .. I I I I 1 1 9501.02601 .. IINITIAL SUBAREAl I
1 1 391.001 )1.41 1.41 A I Com I ---- 1 9.814.6010.1010.0981 5.71 ---- I ----- I ---- I --------------- I I
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
V'j 9,2 r"'I VI 91,11 " V-1 wAl 9`11
-----------------------------------------------------------
I I DESCRIPTION OF STUDY:
I
SS -01
JI -2-51
It
--------------------------------------------
CITRUS AVE. CgG ;A;;;;Y& LATERALS LINE B3 IN THE CITY OF FONTANA
C9t
Q100 -YEAR HY6
JN 126-2013 wli cblt.dat
---------------------------------------- [SAN BERNARDINO COUNTY) ----------------------------------------- I
FILE NAME:CBLT.DAT *ENGLISH UNITS* I CALCULATED BY:
TIME/DATE OF STUDY: 13:22 5/23/2005 1 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC Il LOSSES) I PAGE NUMBER 2 OF
----------------------------- [(C) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I
lCONCENTRATION1 AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN..l MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I
I------------- I ------- I ------ ------ I --------------- I I
I------------- I ------- I ------ ------ I --------------- I I
I I - I I I I I I I 1 1 9151.02601 JINITIAL SUBAREAl I
1 391.001 1.31 1.31 A I Com I ---- 1 9.614.6410.1010.0981 5.31 ---- I ----- I ---- I --------------- I I
I------------- I ------- I ------ 1-1 ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I .. I I I I 1 1 4001.01001 .. JINITIAL SUBAREAl I
1 396.001 2.31 2.31 A 10pen Brushl 19.513.0410.8610.8601 4.51 ---- I ----- I ---- I --------------- I I
I ------------- I ------- I ------ I___l ----- I I ----- I ---- I ---- I ----- I ------ 112501.02771 7.9lQpipe= 4.521 1
1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 0.471 1
1 401.001 1 1 1 2.61 1 1 1 1 1 1 1 1 24.0" -PIPE I I
1 1 21.31 1 A 16D/ACI 1 1 10.491 1 1 1 1 1 1 1
1 401.001 7.81 31.401 A lopen Brushl 22,112.82JO.8610.6071 62.61 ---- I ----- I ---- I ADD SUBAREA I I
I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I .. I I I 1 1 110601.02481 .. JINITIAL SUBAREAl I
1 431.001 1.71 1.71 A I Com I ---- 1 10.314.4510.1010.0981 6.71 ---- I ----- I ---- I --------------- I I
I ------------- I ------- I ------ 1___I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I .. I I I I 1 1 8701.02411 .. JINITIAL SUBAREAJ I
1 411.001 1.21 1.21 A I Com I ---- 1 9.614.6610.1010.0981 4.91 ---- I ----- I ---- I --------------- I I
------------- ------- I ------ I___l ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I .. I I I I 1 1 8001.01501 .. JINITIAL SUBAREAl I
1 421.001 7.11 7.11 A I Com I ---- 1 10.214.4910.1010.0981 28.01 ---- I ----- I ---- I --------------- I I
------------- I ------- I ------ 1-1 ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I .. I I I I 1 1 1951.02151 .. [INITIAL SUBAREAl I
1 421.001 0.31 0.31 A I Com I ---- 1 5.416.5710.1010.0981 1.71 ---- I ----- I ---- I --------------- I I
I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
1 421.001 1 0.31 1 1 ---- 1 5.41 1 1 1 1.71 ---- I ----- I ---- ISTREAM SUMMARY I I
I ------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I EFFECTIVE AREA = 0.30 Acres TOTAL AREA = 0.30 Acres PEAK FLOW RATE = 1.75 cfs I I
I TIME OF CONCENTRATION(MIN.)=
5.40 MEAN VALUES: Fp = 0.975 (in/hr); Ap
ir- I a I wil
H
M
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2004 Advanced Engineering Software (aes)
Ver. 10.0 Release Date: 01/01/2004 License ID 1251
Analysis prepared by:
DESCRIPTION OF STUDY
CITRUS AVE. CATCH BASINS & LATERALS LINE B3 IN THE CITY OF FONTANA
Q100 -YEAR HYDROLOGY STUDY
4" JN 126-2013 wli cblt.dat
FILE NAME: CBLT.DAT
TIME/DATE OF STUDY: 13:21 05/23/2005
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) 100-00
SPECIFIED MINIMUM PIPE SIZE(INCH) 24.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
op
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5500
P4 *ANTECEDENT MOISTURE CONDITION (AMC) II 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 33.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 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 331.00 TO NODE 341.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
0
INITIAL SUBAREA FLOW-LENGTH(FEET) 550.00
ELEVATION DATA: UPSTREAM(FEET) = 1743.60 DOWNSTREAM(FEET) 1728.20
0
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.755
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.290
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
COMMERCIAL A 0.80 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) = 3.74
Ap scs Tc
(DECIMAL) CN (MIN.)
0.10 32 7.76
0.97
TOTAL AREA(ACRES) = 0.80 PEAK FLOW RATE(CFS) =
3.74
FLOW PROCESS FROM NODE 331.00 TO NODE 341.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 560.00
ELEVATION DATA: UPSTREAM(FEET) = 1743.60 DOWNSTREAM(FEET) 1727.90
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) =
7.809
* 100 YEAR RAINFALL
INTENSITY(INCH/HR) =
5.268
SUBAREA Tc AND LOSS
RATE DATA(AMC II):
DEVELOPMENT TYPE/
SCS SOIL AREA
Fp
Ap SCS Tc
LAND USE
GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN (MIN.)
COMMERCIAL
A 0.80
0.98
0.10 32 7.81
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR)
=
0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap
= 0.10
SUBAREA RUNOFF(CFS)
3.72
TOTAL AREA(ACRES) =
0.80 PEAK FLOW
RATE(CFS)
3.72
FLOW PROCESS FROM NODE 341.00 TO NODE 351.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 695.00
ELEVATION DATA: UPSTREAM(FEET) = 1728.20 DOWNSTREAM(FEET) 1710.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.631
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.961
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
COMMERCIAL A 1.00 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 4.38
TOTAL AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.10 32 8.63
0.98
4.38
FLOW PROCESS FROM NODE 341.00 TO NODE 351.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 655.00 EET) 1710.80
ELEVATION DATA: UPSTREAM(FEET) = 1727.90 DOWNSTREAM(F
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.434
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.030
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
COMMERCIAL A 0.90 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) = 4.00
Ap SCS Tc
(DECIMAL) CN (MIN-)
0.10 32 8.43
mmm.
TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) =
4.00
FLOW PROCESS FROM NODE 351.00 TO NODE 361.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 635.00 FEET) 1693.20
ELEVATION DATA: UPSTREAM(FEET) = 1710.00 DOWNSTREAM(
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.308
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.076
SUBAREA Tc AND LOSS RATE DATA(AMC II): Ap SCS Tc
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL A 0.90 0.98 0.10 32 8.31
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
OR Ap = 0.10
SUBAREA AVERAGE PERVIOUS AREA FRACTION,
SUBAREA RUNOFF(CFS) 4.03
TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) 4.03
FLOW PROCESS FROM NODE 351.00 TO NODE 361.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 700.00 1692.30
ELEVATION DATA: UPSTREAM(FEET) 1710.80 DOWNSTREAM(FEET)
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.640
* loo YEAR RAINFALL INTENSITY(INCH/HR) = 4.958
SUBAREA Tc AND LOSS RATE DATA(AMC II): Ap SCS Tc
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
oft
tw
0
LAND USE
GROUP
(ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
60
COMMERCIAL
A
1.00 0.98 0.10 32 8.64
TO NODE 371.00 IS CODE = 31
---------
SUBAREA AVERAGE PERVIOUS
LOSS
RATE, Fp(INCH/HR) = 0.98
00
SUBAREA AVERAGE PERVIOUS
AREA
FRACTION, Ap = 0.10
ELEVATION DATA: UPSTREAM(FEET)
SUBAREA RUNOFF(CFS)
4.37
FLOW LENGTH(FEET) = 780.00
MANNING'S N = 0.013
TOTAL AREA(ACRES) =
1.00
PEAK FLOW RATE(CFS) 4.37
FLOW PROCESS FROM NODE 363.00 TO NODE 366.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 750.00
ELEVATION DATA: UPSTREAM(FEET) 1716.00 DOWNSTREAM(FEET) 1704.00
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.565
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.960
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 7.10 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) 22.19
TOTAL AREA(ACRES) = 7.10 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
13M
0.50 32 12.56
22.19
NP
FLOW PROCESS FROM NODE 371.00 TO NODE
371.00 IS
CODE = 81
60
----------------------------------------------------------------------------
FLOW PROCESS FROM NODE 366.00
TO NODE 371.00 IS CODE = 31
---------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK
---------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL
TIME THRU SUBAREA<<<<<
00
>>>>>USING COMPUTER -ESTIMATED
PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET)
= 1698.00 DOWNSTREAM(FEET) 1679.20
FLOW LENGTH(FEET) = 780.00
MANNING'S N = 0.013
* 100 YEAR RAINFALL INTENSITY(INCH/HR) =
ESTIMATED PIPE DIAMETER(INCH)
INCREASED TO 24.000
DEPTH OF FLOW IN 24.0 INCH PIPE IS 14.1 INCHES
op
PIPE -FLOW VELOCITY(FEET/SEC.)
= 11.59
DEVELOPMENT TYPE/ SCS SOIL AREA
ESTIMATED PIPE DIAMETER(INCH)
= 24.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 22.19
(INCH/HR)
(DECIMAL) CN
PIPE TRAVEL TIME(MIN.) = 1.12 Tc(MIN.) = 13.69
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 12.00
LONGEST FLOWPATH FROM NODE
363.00 TO NODE 371.00 = 1530.00 FEET.
NP
FLOW PROCESS FROM NODE 371.00 TO NODE
371.00 IS
CODE = 81
60
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK
FLOW<<<<<
00
MAINLINE Tc(MIN) = 13.69
* 100 YEAR RAINFALL INTENSITY(INCH/HR) =
3.762
SUBAREA LOSS RATE DATA(AMC II):
scs
DEVELOPMENT TYPE/ SCS SOIL AREA
Fp
Ap
LAND USE GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 12.00
0.98
0_50 32
L_j
%p
40
bi
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 35.37
SUBAREA AREA(ACRES) = 12.00 SUBAREA RUNOFF(CFS) =
EFFECTIVE AREA(ACRES) 19.10 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED FP(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 19.10 PEAK FLOW RATE(CFS) = 56.29
FLOW PROCESS FROM NODE 373.00 TO NODE 376.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 530.00 WNSTREAM(FEET) 1688.00
ELEVATION DATA: UPSTREAM(FEET) = 1698.00 DO
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)] --0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.581
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.390
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 3.60 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) = 12.65
Ap scs Tc
(DECIMAL) CN (MIN.)
rolw.
TOTAL AREA(ACRES) � 3.60 PEAK FLOW RATE(CFS) =
0.50 32 10-58
12.65
FLOW PROCESS FROM NODE 376.00 TO NODE 381.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1682-00 DOWNSTREAM(FEET) 1671.90
FLOW LENGTH(FEET) = 780.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 24.000
DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 8.00
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 12.65 12.21
PIPE TRAVEL TIME(MIN.) = 1.62 Tc(MIN.) 381.00 = 1310.00 FEET.
LONGEST FLOWPATH FROM NODE 373.00 TO NODE
FLOW PROCESS FROM NODE 381.00 TO NODE 381.00 IS CODE = 81 .........
------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 12.21
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.030
SUBAREA LOSS RATE DATA(AMC II): Fp Ap SCS
DEVELOPMENT TYPE/ SCS SOIL AREA
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL 6.00 0.98 0.50 32
"5-7 DWELLINGS/ACRE" A
r SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 6.00 SUBAREA RUNOFF(CFS) 19.13
EFFECTIVE AREA(ACRES) = 9.60 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 30.61
TOTAL AREA(ACRES) = 9.60 PEAK FLOW RATE(CFS) =
0
0
0
0
0
FLOW PROCESS FROM NODE 361.00 TO NODE 391.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 950.00 EET) 1668.50
ELEVATION DATA: UPSTREAM(FEET) = 1693.20 DOWNSTREAM(F
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.794
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.599
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
COMMERCIAL A 1.40 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 5.67
TOTAL AREA(ACRES) = 1.40 PEAK FLOW RATE(CFS]
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.10 32 9.79
71M
5.67
FLOW PROCESS FROM NODE 361.00 TO NODE 391.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 915.00 1668.50
ELEVATION DATA: UPSTREAM(FEET) = 1692.30 DOWNSTREAM(FEET)
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.647
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.641
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
COMMERCIAL A 1.30 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) = 5.32
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.10 32 9.65
mom
TOTAL AREA(ACRES) = 1.30 PEAK FLOW RATE(CFS) =
5.32
FLOW PROCESS FROM NODE 393.00 TO NODE 396.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 400.00
ELEVATION DATA: UPSTREAM(FEET) = 1688.00 DOWNSTREAM(FEET) 1684.00
4
0
0
0
'o
0
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)] --0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 19.482
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.044
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
NATURAL FAIR COVER
"OPEN BRUSH" A 2.30 0.86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 4.52
Ap scs Tc
(DECIMAL) CN (MIN.)
On N mt-
TOTAL AREA(ACRES) = 2.30 PEAK FLOW RATE(CFS) =
1.00 46 19.48
4.52
FLOW PROCESS FROM NODE 396.00 TO NODE 401.00 IS CODE = 31
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1678.00 DOWNSTREAM(FEET) 1643.40
FLOW LENGTH(FEET) = 1250.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 24.000
DEPTH OF FLOW IN 24.0 INCH PIPE IS 5.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 7.93
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 4.52
PIPE TRAVEL TIME(MIN.) = 2.63 Tc(MIN.) = 22.11
LONGEST FLOWPATH FROM NODE 393.00 TO NODE 401.00 = 1650.00 FEET.
FLOW PROCESS FROM NODE 401.00 TO NODE 401.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 22.11
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.822
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 21.30 0.98 0.50 32
NATURAL FAIR COVER
"OPEN BRUSH" A 7.80 0.86 1.00 46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.93
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.63
SUBAREA AREA(ACRES) = 29.10 SUBAREA RUNOFF(CFS) 58.51
EFFECTIVE AREA(ACRES) = 31.40 AREA -AVERAGED Fm(INCH/HR) = 0.61
AREA -AVERAGED Fp(INCH/HR) = 0.92 AREA -AVERAGED Ap = 0.66
TOTAL AREA(ACRES) = 31.40 PEAK FLOW RATE(CFS) = 62.57
FLOW PROCESS FROM NODE 391.00 TO NODE 431.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
H
0
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1060.00
ELEVATION DATA: UPSTREAM(FEET) = 1668.50 DOWNSTREAM(FEET) 1642.20
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) =
10.329
* 100 YEAR RAINFALL INTENSITY(INCH/HR)
=
4.454
SUBAREA Tc AND LOSS RATE
DATA(AMC II):
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/
SCS SOIL AREA
Fp
Ap scs Tc
LAND USE
GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN (MIN.)
COMMERCIAL
A 1.70
0.98
0.10 32 10.33
SUBAREA AVERAGE PERVIOUS
LOSS RATE, Fp(INCH/HR)
=
0.98
SUBAREA AVERAGE PERVIOUS
AREA FRACTION, Ap
= 0.10
SUBAREA RUNOFF(CFS)
6.67
po
TOTAL AREA(ACRES) =
1.70 PEAK FLOW
RATE(CFS)
6.67
FLOW PROCESS FROM NODE 391.00 TO NODE 411.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 870.00
ELEVATION DATA: UPSTREAM(FEET) = 1668.50 DOWNSTREAM(FEET) 1647.50
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.597
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.655
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
Tc
6
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
(MIN.)
COMMERCIAL A 1.20 0.98 0.10 32
9.60
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 4.92
TOTAL AREA(ACRES) 1.20 PEAK FLOW RATE(CFS) 4.92
po
FLOW PROCESS FROM NODE 415.00 TO NODE 421.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
pm
INITIAL SUBAREA FLOW-LENGTH(FEET) 800.00
ELEVATION DATA: UPSTREAM(FEET) 1656.00 DOWNSTREAM(FEET) 1644.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.207
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.486
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
(MIN.)
COMMERCIAL A 7.10 0.98 0.10 32
10.21
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
fp
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 28.04
TOTAL AREA(ACRES) 7.10 PEAK FLOW RATE(CFS) 28.04
H
FLOW PROCESS FROM NODE 411.00 TO NODE 421.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 195.00 1643.40
ELEVATION DATA: UPSTREAM(FEET) 1647.60 DOWNSTREAM(FEET)
END OF RATIONAL METHOD ANALYSIS
0
H_
0,
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)] -*0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.398
100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.575
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap
scs Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL)
CN (MIN.)
COMMERCIAL A 0.30 0.98 0.10
32 5.40
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 1.75
TOTAL AREA(ACRES) 0.30 PEAK FLOW RATE(CFS) 1.75
a
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) 0.30 TC(MIN.) 5.40
EFFECTIVE AREA(ACRES) 0.30 AREA -AVERAGED Fm(INCH/HR)=
0.10
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10
PEAK FLOW RATE(CFS) 1.75
END OF RATIONAL METHOD ANALYSIS
0
H_
0,
SUMMARY OF CATCH BASIN INTERCEPTION
CB NO.
Q C.Ls
% Street
Depth
Ft.
Intercepted
Q
Flowby
Q
C4
3.7
2.84
0.31
3.7
C3
3.7
2.84
0.31
3.7
Cl.
4.4
2.43
0.33
4.4
C2
4.0
2.43
0.31
4.0
B3-11
4.0
2.56
0.31
4.0
B3-10
4.4
2.56
0.33
4.4
B3-7
5.7
2.60
0.35
5.5
0.2 B3-1
B3-6
5.3
2.60
0.33
5.2
0.1 B34
B34
4.9+0.1
2.60
0.33
5.0
B3-2
1.7
2.60
0.25
1.4
0.3
B3-1
6.7+0.2
2.60
0.37
6.9
***Note: The c.b. B3-2 at this location is for the purpose of intercepting flow that occurs
below CB# B3-3. A lesser storm will not experience this scenario. This is q100 and the 0.3 cfs
will flow around corner onto Summit Ave. and into the drainage inlet or catch basin on
Summit Ave. where the flows currently drain at a much higher flowrate.
0
0
I U-1 UI irl r"l r I r I U'l F I will"71 9773 Ul W11 &�'l 6-1
mrsT EAST
R� R�
CITRUS AVENUE
rYPXAL SECT)ON
J:\126-2013\streets\STOl.dwg, 07/05/2004 07:12:36 AM, Wl
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
CONSTANT STREET GRADE(FEETTEET) = 0.028400 10
CONSTANT STREET FLOW(CFS) = 3.70,ilt--- 6?
AVERAGE STREETFLOW FRICTION FACTORWANNING) = 0.0 15000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET) = 0.31 41C
HALFSTREET FLOOD WIDTH(FEET) = 9.87
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.43
PRODUCT OF DEPTH&VELOCITY = 1.05
0
0
0
84
d + 4 e's
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
-------- - -------------------------------------- ------- - ----------------- Ad-
L�J-T-
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 3.70 -Ir
GUTTER FLOWDEPWOFE-ET) = 0.31
BASIN LOCAL DEPRESSION(FEET) = 0.17
FLOWBY BASIN ANALYSIS RESULTS:
M
0
BASIN WIDTH FLOW INTERCEPTION
1.67 0.61
2.00 0.73
2.50 0.89
3.00 1.06
3.50 1.22
4.00 1.38
4.50 1.54
5.00 1.69
5.50 1.83
6.00 1.95
6.50 2.08
7.00 2.20
7.50 2.32
8.00 2.44
8.50 2.56
9.00 2.67
9.50 2.77
10.00 2.86
10.50 2.95
11.00 3.04
11.50 3.12
P1
12.00 3.19
12.50 3.26
13.00 3.33
13.50 3.39
6
14.00 3.45
14.50 3.50
15.00 3.55
15.50 3.60
16.00 3.64
16.50 3.69 VC
16.66 3.70
M
0
6(2
>>>>STREETFLOW MODEL INPUT INFORMATION'*��'-*--
CONSTANT STREET GRADE(FEET/FEET) = 0 24300
CONSTANT STREE 0
AVERAGE STREETFLOW FRICTION FACTOR(MANNIN(J) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUT-FER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUT-FER-HIKE(FEET) = 0.11000
VT nW A RQ.T TMF.n TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET). = 0.
HALFSTREET FLO wIDTH(FEET) = 10-85
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.43
PRODUCT OF DEPTH&VELOCITY = 1.12
H
H
117
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION":�"-"*'�� al -3 0-1
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 4.40 A
GUTTER FLOVDEPTMEM = 0.33
BASIN LOCAL DEPRESSION(FEET) = 0. 17
11 FLOWBY BASIN ANALYSIS RESULTS:
I
BASIN WIDTH FLOW INTERCEPTION
1.84 0.74
2.00 0.80
2.50 0.98
3.00 1.16
3.50 1.34
4.00 1.52
4.50 1.69
P1
5.00 1.86
ik
5.50 2.03
6.00 2.17
6.50 2.31
7.00 2.45
7.50 2.58
8.00 2.71
8.50 2.85
9.00 2.97
9.50 3.09
10.00 3.21
10.50 3.32
11.00 3.42
4-
11.50 3.52
12.00 3.61
12.50 3.69
13.00 3.77
13.50 3.85
JK
14.00 3.92
14.50 3.99
15.00 4.05
15.50 4.11
16.00 4.17
16.50 4.22
17.00 4.27
17.50 4.32
18.00 4.36
18.44 4.40
I
>>>>STREETFLOW MODEL INPUT INFORMATION<<<< Aa
------------------------------------------------- - ------ - ---------- - -----
IF CONSTANT STREET GRADE(FEET/FEET) = 0.024300
CONSTANT STREET FLOW(CFS) = 4.00 wei
AVERAGE STREETFL FRICTION FACTOR(MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROVvrN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
-------- — ------------ — ----------------- — -------------------------- — -----
STREET FLOW DEPTH(FEET) = 0.31 a4—
HALFSTREET FLOOD WIDTH(FEEJT)-= 9.87
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.71
PRODUCT OF DEPTH&VELOCITY = 1. 14
0
77
I
H
H
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 4.00 4
GUTTER FLOWDTFMTE-ET) = 0.31
BASIN LOCAL DEPRESSION(FEET) = 0.17
------- FLOWBY BASIN -ANALYSIS RESULTS: -
dr3
H
H
BASIN WIDTH FLOW INTERCEPTION
1.80 0.66
2.00 0.73
2.50 0.90
3.00 1.06
3.50 1.23
4.00 1.39
4.50 1.55
5.00 1.71
5.50 1.86
6.00 1.99
6.50 2.12
7.00 2.24
7.50 2.36
8.00 2.49
8.50 2.61
9.00 2.72
9.50 2.83
10.00 2.94
10.50 3.04
11.00 3.13
11.50 3.22
12.00 3.30
12.50 3.38
7!
QtNTOZe-07
41 o
13.00 3.45
13.50 3.52
14.00 3.59
t I
14.50 3.65
4r
15.00 3.71
15.50 3.77
16.00 3.82
16.50 3.87
17.00 3.91
17.50 3.96
18.00 4.00
��.01 4.00
H
H
H
>>>>STREETFLOW MODEL INPUT RqFORMATION<<<<
---------------------------- - ------- - ---------- - -------------------------
CONSTANT STREET GRADE(FEET/FEET) = 0.025600
CONSTANT STREET FLOW(CFS) = 4.00 __ _ &
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = �015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
0
STREET FLOW DEPTH
HALFSTREET FLOOD WIDTH(FEET) = 9.87
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.71
PRODUCT OF DEPTH&VELOCITY = 1. 14
0
40
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
----------------------------------------------------- - ---------- - ---------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS)= 4.00 -4
GUTTER FLOWDEPTE(FEET).= 0.31
BASIN LOCAL DEPRESSION(FEET) = 0.17
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
t 1.80 0.66
2.00 0.73
2.50 0.90
3.00 1.06
3.50 1.23
4.00 1.39
4.50 1.55
5.00 1.71
5.50 1.86
6.00 1.99
6.50 2.12
7.00 2.24
7.50 2.36
8.00 2.49
8.50 2.61
9.00 2.72
9.50 2.83
10.00 2.94
10.50 3.04
11.00 3.13
11.50 3.22
12.00 3.30
12.50 3.38
13.00 3.45
10 13.50 3.52
t, 14.00 3.59
14.50' 3.65
15.00 3.71
15.50 3.77
16.00 3.82
16.50 3.87
17.00 3.91
17.50 3.96
18.00 4.00
18.01 4.00
4
>>>>STREETFLOW MODEL INPUT INFORMATION','-�":�
CONSTANT STREET GRADE(FEET/FEET) = 0.025600
CONSTANT STREET FLOW(CFS) = 4.40 --e!5L
AVERAGE STREETFLOW FkMtrorTXCTM7MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND TBEN SPLITS
m
0
0
H
H
0
STREET FLOW MODEL RESULTS:
-------------------------------------------------------------------------
STREET FLOW DEPTH(FEET) = 0.33 A -
HALFSTREET FLOOD WTDT--H(FEET) = 10.85
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.43
PRODUCT OF DEPTH&VELOCITY = 1. 12
m
0
0
H
H
0
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
--------------- ------------------------- - --------------------------------- &0 9-�-) D
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 4.40 v4
GUTTERFLO'V� 15EPTH�(FEETF= 0.33
BASIN LOCAL DEPRESSION(FEET)= 0.17
FLOV,rBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
1.84
0.74
2.00
0.80
2.50
0.98
3.00
1.16
3.50
1.34
4.00
1.52
4.50
1.69
5.00
1.86
5.50
2.03
6.00
2.17
6.50
2.31
7.00
2.45
7.50
2.58
8.00
2.71
8.50
2.85
9.00
2.97
9.50
3.09
10.00
3.21
10.50
3.32
11.00
3.42
11.50
3.52
12.00
3.61
12.50
3.69
13.00
13.50
3.77
3.85
14.00
14.50
3.92
3.99
A+
15.00
4.05
15.50
4.11
16.00
4.17
16.50
4.22
17.00
4.27
17.50
4.32
18.00
4.36
18.44
4.40
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
----------- --------------------------------------------------------------
CONSTANT STREET GRADE(FEET/FEET) = 0.026000
CONSTANT STREET FLOW(CFS) = 5.70 it 4
AVERAGE STREETFLOW FRICTION FA-c-TOR(MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTFER-HIKE(FEET) = 0- 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
0
Im
im
m
0
STREET FLOW MODEL RESULTS:
- ----------- - ------------------------
- -----------------------------------
STREET FLOW DEPTH(FEET) = 0.35 -4
HALFSTREET FLOOD WIDTH(FEET) = 11.84
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.79
PRODUCT OF DEPTH&VELOCITY = 1.31
0
Im
im
m
0
H
N
H
H
N
!a
ftv
>>>>FLOW13Y CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
------------------------ - -------------------------------------------------- C e 5 -5 -
Curb Wet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CEL-- 5.70 -t
GUTTER FLOWDEPTH(FEET) = 0.35
BASIN LOCAL DEPRESSION(FEET) = 0. 17
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
2.23
0.98
2.50
1.08
3.00
1.28
3.50
1.48
4.00
1.67
4.50
1.86
5.00
2.05
5.50
2.24
6.00
2.42
6.50
2.59
7.00
2.76
7.50
2.91
8.00
3.06
8.50
3.21
9.00
3.35
9.50
3.50
10.00
3.64
10.50
3.78
11.00
3.91
11.50
4.04
12.00
4.17
12.50
4.28
13.00
4.39
13.50
4.50
14.00
4.60
14.50
4.70
15.00
4.79
15.50
4.87
16.00
4.96
16.50
5.03
17.00
5.11
17.50
5.18
18.00
5.25
18.50
5.31
19.00
5.37
19.50
5.43
20.00
5.48
20.50
5.53
21.00
5.58
tN-r Lee
rL0Qay= &>,Z-
L rl
9 21.50 5.63
22.00 5.67
22.34 5.70
Hl -
0
H
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
CONSTANT STREET GRADE(FEET/FEET) = 0.026000
CONSTANT STREET FLOW(CFS) = 5.30-4 L/9
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.0 15000
CONSTANT SYMMETRICAL STREET HALF-WIDTII(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET)= 0.11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET) = 0.33 -4
HALFSTREET FLOOD-WMTHTTE-T) = 10.85
AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.13
PRODUCT OF DEPTH&VELOCITY = 1.35
N
H
0�
H
H
0
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
---- - -- - ------------------ - ----------------------------------- - ---------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 5.30 "d
GUT-rERFLO17v �EPTH�(FEET)�= 0.33
BASIN LOCAL DEPRESSION(FEET)= 0.17
I
.57 -
rL"y
to, P-5
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
2.22
0.89
2.50
1.00
3.00
1.18
3.50
1.36
4.00
1.54
4.50
1.72
5.00
1.89
5.50
2.07
6.00
2.24
6.50
2.40
7.00
2.55
7.50
2.69
8.00
2.83
8.50
2.97
9.00
3.10
9.50
3.23
10.00
3.37
10.50
3.49
11.00
3.62
11.50
3.74
12.00
3.86
12.50
3.96
13.00
4.07
13.50
4.17
14.00
4.26
14.50
4.35
15.00
4.44
15.50
4.52
16.00
4.60
16.50
4.67
17.00
4.74
17.50
4.81
18.00
4.87
18.50
4.93
19.00
4.99
19.50
5.05
20.00
5.10
20.50
5.15
21.00
5.19
I
.57 -
rL"y
to, P-5
H
21.50 5.24
22.00 5.28
22.22 5.30
H
m
004
iw
0
an
>>>>STREETFLOW MODEL INPUT INFORMATION'*"-"*-'
-----------------------------------------------------------------------
CONSTANT STREET GRADE(FEET/FEET) = 0-026000
CONSTANT STREET FLOW(CFS) = 5.00 r!!k=
AVERAGE STREETFL(5W-- FRICTION FACTbR(MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GR.ADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) 0-020000
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUT-FER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
------ — ----------------- : ------------------------ — ----- — ------------- — -
STREET FLOW DEPTH(FEET) = 0.3�
HALFSTREET FLOOD �7 �T�(FEET) 7 10.85
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.90
PRODUCT OF DEPTH&VELOCITY = 1.27
A -a
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
---------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(UD:-�_5-00
GUTTER FLOWDEPTH(FEET, =qo."
BASIN LOCAL DEPRESSION(FEET) = 0. 17
---- - ---------- - ------ - --------------- - -------------- - -----------------
FLOVv`BY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
2.10 0.84
2.50 0.99
3.00 1.17
3.50 1.36
4.00 1.53
4.50 1.71
5.00 1.89
5.50 2.06
6.00 2.22
6.50 2.38
7.00 2.52
7.50 2.66
8.00 2.79
8.50 2.93
9.00 3.06
9.50 3.19
10.00 3.32
10.50 3.45
11.00 3.56
11.50 3.68
12.00 3.78
12.50 3.89
IN 13.00 3.98
13.50 4.07
14.00 4.16
14.50 4.24
15.00 4.32
15.50 4.40
16.00 4.47
16.50 4.53
17.00 4.60
17.50 4.66
18.00 4.72
18.50 4.77
19.00 4.82
04 19.50 4.87
20.00 4.92
20.50 4.96 OK
20.96 5.00
0
0
0
0
m
m
0
pw
IN
>>>>STREEI FI W MODEL INPUT INFORMATION<<<<
---------------------
CONSTANT STREET GRADE(FEET/FEET) = 0.026000
CONSTANT STREET FLO (2R
AVERAGE sTREETFLOW FRICTION FACTOR(MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHTWEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0- 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
-------- — -- — — ------- — ---------------- — ------ — ----
STREET FLOW DEPTH(FEET) = 0.25
HALFSTREET FLOOD WIDTH(FEET) = 6.91
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.92
PRODUCT OF DEPTH&VELOCITY = 0.72
kil
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 1.70
GUITER FLoWDEPTH(FEET) = 0.25
BASIN LOCAL DEPRESSION(FEET) = 0. 17
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
0.98 0.27
1.00 0.27
1.50 0.40
2.00 0.52
2.50 0.64
3.00 0.76
3.50 0.86
4.00 0.96
4.50 1.05
5.00 1.14 114
5.50 1.22
6.00 1.30
6.50 1.37
7.00 1.43
7.50 1.49
8.00 1.54
8.50 1.59
9.00 1.64
9.50 1.68
4w 9.79 1.70
0
0
0
H
0
P
bi
>>>>STREETFLOW MODEL INPUT INFORMATION<<<< j
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET) = 0.37 "Cl
HALFSTREET FLOOD WIDTH(FEET) = 12.82
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.95
PRODUCT OF DEPTH&VELOCITY = 1.45
ON
m
0
0
CONSTANT STREET GRADE(FEET/FEET) = 0.026000
CONSTANT STREET FLOW(CFS) = 6.90
AVERAGE STREETFLOW FRICTION FACTORNANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 33.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-BXE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET) = 0.37 "Cl
HALFSTREET FLOOD WIDTH(FEET) = 12.82
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.95
PRODUCT OF DEPTH&VELOCITY = 1.45
ON
m
0
0
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
- ------ - ---------------------- ----------------- - - ----------------- - --
Curb Inlet Capacities are approximated based on the Bureau of
OR Public Roads nomograph plots for flowby basins and siunp basins.
6
STREETFLOW(CFS) = 6.90
on GUTTER FLOWDEPTH(FEET) = 0.37
BASIN LOCAL DEPRESSION(FEET) = 0. 17
FLOWBY BASIN ANALYSIS RESULTS:
Pw
BASIN WIDTH FLOW INTERCEPTION
2.54
1.20
3.00
1.40
3.50
1.61
4.00
1.82
4.50
2.03
5.00
2.23
5.50
2.44
6.00
2.64
6.50
2.84
7.00
3.03
7.50
3.21
8.00
3.38
8.50
3.54
9.00
3.71
9.50
3.87
10.00
4.02
10.50
4.18
11.00
4.33
11.50
4.49
12.00
4.63
12.50
4.78
13.00
4.92
6
13.50
5.05
14.00
5.17
14.50
5.29
15.00
5.41
15.50
5.52
16.00
5.62
16.50
5.72
17.00
5.82
17.50
5.91
18.00
6.00
18.50
6.08
19.00
6.16
19.50
6.24
20.00
6.31
20.50
6.38
21.00
6.44
21.50
6.51
Pw
F]
0
On
I-
0
0
22.00
6.57
22.50
6.62
23.00
6.68
23.50
6.73
24.00
6.78
24.50
25.00
6.82
6.87
to
25.38
6.90
0
On
I-
0
0
C-1 all ff-'I U3 U11 W-111 f -A W-1 ro Ir."I W."s al f"I f-1 f1f Ull Kits wl
FILE: B3g.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRq�_AVE
SD -LINE B3
Q100
FROM SUMMIT
INTO-7a-sa
Grande
JN 126-2013
wli
b3g.wsw
Invert
I Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/tBase
Wtj
INo Wth
Station
I Elev
I (FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType
Ch
1010.970
1625.790
4.590
1630.380
776.70
29.04
13.10
1643.48
.00
6.69
6.65
7.000
.000
.00
0
.0
6.989
.0907
.0246
.17
4.59
2.55
3.09
.013
.00
.00
PIPE
1017.959
1626.424
4.677
1631.101
776.70
28.42
12.55
1643.65
.00
6.69
6.59
7.000
.000
.00
0
.0
13.731
.0907
.0226
.31
4.68
2.46
3.09
.013
.00
.00
PIPE
1031.690
1627.670
4.882
1632.552
776.70
27.10
11.41
1643.96
1.63
6.69
6.43
7.000
.000
.00
0
.0
3.310
.0272
.0213
.07
6.51
2.26
4.47
.013
.00
.00
PIPE
1035.000
1627,760
4.887
1632.647
776.70
27.07
11.38
1644.03
.00
6.69
6.43
7.000
.000
.00
0
.0
5��3-JCT
-1-
-1-
-1-
-1-
-1-
1-
-1-
-1-
-1-
-1-
-1-
1-
1
STRI-
.0200
.0285
.06
6.51
2.26
.015
.00
.00
PIPE
1037.000
I
1627.800
I I
4.842
I
1632.642
I
773.80
27.25
I
11.53
I
1644.17
1.66
I
6.68
I
6.47
I I
7.000
1
.000
.00
1
0
.0
61.000
.0216
.0216
1.32
6.50
2.29
4.84
.013
.00
.00
PIPE
1098.000
1629.120
4.842
1633.962
773.80
27.24
11.53
1645.49
.00
6.68
6.46
7.000
.000
.00
0
.0
JUNCT STR
.0200
.0288
.06
6.50
2.29
.015
.00
.00
PIPE
1100.000
1629.160
4.826
1633.986
772.90
27.32
11.59
1645.57
1.67
6.68
6.48
7.000
.000
.00
0
.0
26.550
.0226
.0217
.58
6.49
2.30
4.76
.013
.00
.00
PIPE
1126.550
1629.760
4.831
1634.591
772.90
27.28
11.56
1646.15
.00
6.68
6.47
7.000
.000
.00
0
.0
2.950
.0271
.0217
.06
4.83
2.30
4.46
.013
.00
.00
PIPE
1629.840
4.835
1634.675
772.90
27.26
11.54
1646.21
.00
6.68
6.47
7.000
.000
.00
0
.0
L1129.500
4-f, -
I - -I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
I-
JUNCT STR
.0234
.0300
.09
4.83
2.30
.015
.00
.00
PIPE
8:3-3
WA a 'I It I I f I f I a . I
FILE: B3g.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
2
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRUS AVE SD -LINE B3
Q100 FROM SUMMIT INTO
Casa Grande
JN 126-2013
wli
b3g.wsw
Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
TopiHeight/lBase
wti
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
Ich Slope I
I I
I
SF Avel
HF ISE DpthlFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1132.500
1629.910
4.627
1634.537
757.30
28.05
12.22
1646.76
.00
6.66
6.63
7.000
.000
.00
0
.0
149.200
.0260
.0227
3.39
4.63
2.45
4.46
.013
.00
.00
PIPE
1281.700
1633.790
4.730
1638.521
757.30
27.36
11.63
1650.15
.00
6.66
6.55
7.000
.000
.00
0
.0
ISTR
JUNCT
.0300
.0293
.06
4.73
2.35
.015
.00
.00
PIPE
1283.700
1633.850
4.731
1638.581
757.30
27.36
11.63
1650.21
.00
6.66
6.55
7.000
.000
.00
0
.0
82.993
.0260
.0215
1.78
4.73
2.35
4.46
.013
.00
.00
PIPE
1366.693
1636.004
4.816
1640.820
757.30
26.82
11.17
1651.99
.00
6.66
6.49
7.000
.000
.00
0
.0
130.807
.0260
.0198
2.60
4.82
2.27
4.46
.013
.00
.00
PIPE
1497.500
1639.400
5.032
1644.432
757.30
25.57
10.15
1654.59
.00
6.66
6.29
7.000
.000
.00
0
.0
5.000
.0240
.0187
.09
5.03
2.08
4.59
.013
.00
.00
PIPE
1502.500
1639.520
5.040
1644.560
757.30
25.53
10.12
1654.68
.00
6.66
6.29
7.000
.000
.00
0
.0
81.830
.0233
.0180
1.48
5.04
2.07
4.63
.013
.00
.00
PIPE
5 4.330
1641.430
5.182
1646.612
757.30
24.79
9.55
1656.16
.00
6.66
6.14
7.000
.000
.00
0
.0
T
CT TR
0221
.0274
.33
5.18
1.96
.015
.00
.00
PIPE
459<0
1641.700
4.325
1646.025
692.20
27.73
11.94
1657.96
.00
6.53
6.80
7.000
.000
.00
0
.0
-I-
400.980
-I-
.0232
-I-
-I-
-I-
-I-
-I-
.0247
-I-
9.91
-I-
4.33
-I-
2.55
-I-
4.36
-I-
.013
-I-
.00
.00
I-
PIPE
1997.500
I I
1651.000
I
4.221
I
1655.221
I
692.20
28.54
I
12.65
I
1667.87
.00
I I
6.53
6.85
I I
7.000
1
.000
.00
1
0
.0
-I-
5.000
-I-
.0260
-I-
-I-
-I-
-I-
-I-
.0342
-I-
.17
-I-
4.22
-I-
2.67
-I-
4.63
-I-
.015
-I-
.00
.00
I-
PIPE
FILE: B3g.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 3
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRUS AVE SD
-LINE B3
Q100 FROM
SUMMIT INTO
Casa Grande
JN 126-2013
wli
b3g.wsw
Invert
I Depth
I Water
I Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT)
I Elev
I (CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I
I I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I
X-Falli
ZR
IType Ch
2002.500
1651.130
4.214
1655,344
692.20
28.59
12.70
1668.04
.00
6.53
6.85
7.000
.000
.00
0 .0
140.000
.0260
.0257
3.59
4.21
2.68
4.20
.013
.00
.00
PIPE
214 500
1654.770
4.222
1658.992
692.20
28.53
12.64
1671.64
.00
6.53
6.85
7.000
.000
.00
0 .0
JUNISTR
.0250
.0341
.07
4.22
2.67
.015
.00
.00
PIPE
2144.500
1654.820
4.219
1659.039
692.20
28.55
12.66
1671.70
.00
6.53
6.65
7.000
.000
.00
0 .0
8.000
.0263
.0256
.21
4.22
2.68
4.19
.013
.00
.00
PIPE
215 *500
1655.030
4.220
1659.250
692.20
28.55
12.66
1671.91
.00
6.53
6.85
7.000
.000
.00
0 .0
JUN"- STR
.0250
.0342
.07
4.22
2.67
.015
.00
.00
PIPE
2154.500
1655.080
4.217
1659.297
692.20
28.57
12.67
1671.97
.00
6.53
6.85
7.000
.000
.00
0 .0
15.500
.0265
.0257
.40
4.22
2.68
4.18
.013
.00
.00
PIPE
2170.000
1655.490
4.219
1659.709
692.20
28.56
12.66
1672.37
.00
6.53
6.85
7.000
.000
.00
0 .0
TRANS STR
.1000
.0336
.17
4.22
2.68
.015
.00
.00
PIPE
2175.000
1655.990
4.555
1660.545
692.20
27.86
12.06
1672.60
.00
6.28
5.95
6.500
.000
.00
0 .0
322,500
.0260
.0237
7.64
4.56
2.40
4.47
.013
.00
.00
PIPE
2497.500
1664.380
4.728
1669.108
692.20
26.77
11.13
1680.24
.00
6.28
5.79
6.500
.000
.00
0 .0
5.000
.0260
.0301
.15
4.73
2.23
5.03
.015
.00
.00
PIPE
2502.500
1664.510
4.722
1669.232
692.20
26.81
11.16
1680.39
.00
6.28
5.79
6.500
.000
.00
0 .0
72.317
.0260
.0222
1.61
4.72
2.24
4.47
.013
.00
.00
PIPE
FILE: B3g.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 4
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRUS AVE SD -LINE B3
Q100 FROM SUMMIT INTO
Casa Grande
JN 126-2013
wli
b3g.wsw
Invert I
Depth
I Water I
Q
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem ICh
Slope I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm.
Dp
I "N" I
X-Fallj
ZR
IType Ch
2574.817
1666.392
4.793
1671.185
692.20
26.39
10.81
1682.00
.00
6.28
5.72
6.500
.000
.00
0 .0
141.723
.0260
.0207
2.93
4.79
2.17
4.47
.013
.00
.00
PIPE
2716.540
1670.080
5.023
1675.103
692.20
25.16
9.83
1684.93
.00
6.28
5.45
6.500
.000
.00
0 .0
JULN STR
.0253
.0276
.24
5.02
1.97
.015
.00
.00
PIPE
-27 .240
1670.300
4.672
1674.972
672.00
26.32
10.76
1685.73
.00
6.25
5.85
6.500
.000
.00
0 .0
94.083
.0260
.0212
2.00
4.67
2.22
4.38
.013
.00
.00
PIPE
2819.323
1672.747
4.793
1677.540
672.00
25.62
10.19
1687.73
.00
6.25
5.72
6.500
.000
.00
0 .0
107.560
.0260
.0195
2.10
4.79
2.11
4.38
.013
.00
.00
PIPE
2926.882
1675.544
5.022
1680.566
672.00
24.43
9.26
1689.83
6.25
5.45
6.500
.000
.00
0 .0
69.848
.0260
.0176
1.23
5.02
1.92
4.38
.013
.00
.00
PIPE
2996.730
1677.360
5.277
1682.637
672.00
23.29
8.42
1691.06
.00
6.25
5.08
6.500
.000
.00
0 .0
JUNCI STR
.0238
.0243
.20
5.28
1.72
.015
.00
.00
PIPE
ff;.13 0 015 . 15 0
1677.560
4.696
1682.256
642.60
25.03
9.73
1691.99
.00
6.20
5.82
6.500
.000
.00
0 .0
64.150
.0240
.0193
1.24
4.70
2.10
4.36
.013
.00
.00
PIPE
3069.300
1679.100
4.789
1683.889
642.60
24.52
9.34
1693.23
.00
6.20
5.73
6.500
.000
.00
0 .0
nNC'f STR
.0300
.0188
.04
4.79
2.02
013
.00
.00
PIPE
3071.300
1679.160
4.796
1683.956
642.60
24.48
9.31
1693.26
.00
6.20
5.72
6.500
.000
.00
0 .0
23.010
.0243
.0186
.43
4.80
2.01
4.34
.013
.00
.00
PIPE
U I UA a" I w, I *A U1 f - I t, I UA W11 1k, 1 9 1 1 1 F, I t I ff I r -2 It I W4
FILE: B3g.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
5
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRUS AVE SD
-LINE B3
Q100 FROM
SUMMIT INTO
Casa Grande
JN 126-2013
wli
b3g.wsw
I Invert I
Depth
I Water
I Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev
I (CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I I
SF Avel
HF ISE Dpth[Froude
NINorm Dp
I "N" I
X-Fallj
ZR
IType
Ch
094.310
1679.720
4.840
1684.560
642.60
24.25
9.13
1693.69
.00
6.20
5.67
6.500
.000
.00
0
.0
JUNCT STR
.0150
.0245
.10
4.84
1.98
.015
.00
.00
PIPE
3098.310
1679.780
4.827
1684.607
642.60
24.32
9.18
1693.79
.00
6.20
5.68
6.500
.000
.00
0
.0
61.869
.0241
.0179
1.11
4.83
1.99
4.35
.013
.00
.00
PIPE
3160.179
1681,274
4.969
1686.243
642.60
23.60
8.65
1694.89
.00
6.20
5.52
6.500
.000
.00
0
.0
69.821
.0241
.0165
1.15
4.97
1.87
4.35
.013
.00
.00
PIPE
3230.000
1682.960
5.218
1688.178
642. 60
22.51
7.86
1696.04
.00
6.20
5.17
6.500
.000
.00
0
.0
44,091
.0096
.0161
.71
5.22
1.69
6.50
.013
.00
.00
PIPE
3274.091
1683.383
5.077
1688.460
642.60
23.11
8.29
1696.75
.00
6.20
5.38
6.500
.000
.00
0
.0
75.909
.0096
.0174
1.32
5.08
1.79
6.50
.013
.00
.00
PIPE
3350.000
1684.110
4.843
1688.953
642.60
24.23
9.12
1698.07
.29
6.20
5.67
6.500
.000
.00
0
.0
44.610
.0096
.0190
.85
5.13
1.97
6.50
.013
.00
.00
PIPE
3394.610
1684.540
4.710
1689.250
642.60
24,95
9.67
1698.92
.31
6.20
5.81
6,500
.000
.00
0
.0
44.610
.0096
.0204
.91
5.02
2.09
6.50
.013
.00
.00
PIPE
3439.220
1684.970
4,577
1689.547
642.60
25.73
10.28
1699.83
.00
6.20
5.93
6.500
.000
.00
0
.0
58.030
.0097
.0222
1.29
4.58
2.21
6.50
.013
.00
.00
PIPE
3497.250
1685.530
4.406
1689.936
642.60
26.83
11.18
1701.12
.00
6.20
6.07
6.500
.000
.00
0
.0
5,500
.0055
.0235
.13
4.41
2,38
6.50
.013
.00
.00
PIPE
11 F -A W I F, 1U -2 F. -1 1r, I ff.,
ff, A F I I wl wl vi
FILE: B3g.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 6
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRUS AVE SD -LINE B3
Q100 FROM SUMMIT INTO
Casa Grande
JN 126-2013
wli
b3g.wsw
I Invert
Depth I
Water
Q
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
jDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE DpthIFroude
NINorm.
Dp
I "N" I
X-Fallj
ZR
IType Ch
3502.750
1685.560
4.385
1689.945
642.60
26.98
11.30
1701.25
.00
6.20
6.09
6.500
.000
.00
0 .0
10.865
.0050
.0240
.26
4.39
2.40
6.50
.013
.00
.00
PIPE
3513.615
1685.615
4.343
1689.958
642.60
27.27
11.55
1701.50
.00
6.20
6.12
6.500
.000
.00
0 .0
47.017
.0050
.0258
1.21
4.34
2.45
6.50
.013
.00
.00
PIPE
3560.632
1685.850
4.166
1690.016
642.60
28.60
12.70
1702.72
.00
6.20
6.24
6.500
.000
.00
0 .0
45,878
.0050
.0291
1.33
4.17
2.66
6.50
.013
.00
.00
PIPE
3606.510
1686.080
4.000
1690.080
642.60
30.00
13.97
1704.05
.98
6.20
6.32
6.500
.000
.00
0 .0
29.700
.0051
.0321
.95
4.98
2.87
6.50
.013
.00
.00
PIPE
3636.210
1686.230
3.895
1690.125
642.60
30.96
14.88
1705.01
.00
6.20
6.37
6.500
.000
.00
0 .0
JUNCT STR
.0301
.0505
.65
3.90
3.02
.015
.00
.00
PIPE
3649.170
1686.620
3.127
1689.747
505.60
32.02
15.92
1705.67
.00
5.85
6.50
6.500
.000
.00
0 .0
3.010
.3186
.0408
.12
3.13
3.62
1.82
.013
.00
.00
PIPE
3652.180
1687.579
3.199
1690.778
505.60
31.08
15.00
1705.78
.00
5.85
6.50
6.500
.000
.00
0 .0
4.405
.3186
.0369
.16
3.20
3.46
1.82
.013
.00
.00
PIPE
3656.584
1688.982
3.322
1692.304
505.60
29.64
13.64
1705.94
.00
5.85
6.50
6.500
.000
.00
0 .0
3.885
.3186
.0325
.13
3.32
3.22
1.82
.013
.00
.00
PIPE
3660.470
1690.220
3.450
1693.670
505.60
28.26
12.40
1706.07
.00
5.85
6.49
6.500
.000
.00
0 .0
2.833
.3185
.0290
.08
3.45
3.00
1.82
.013
.00
.00
PIPE
KA W-1 KI KA
FILE: B3g.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
7
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRUS AVE SD -LINE B3
Q100 FROM SUMMIT INTO
Casa Grande
JN 126-2013
wli
b3g.wsw
Invert
I Depth
I Water I
Q
Vel
Vel I
Energy I
Super
jCriticalIFlow
TopiHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
1 Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm.
Dp
I "N" I
X-Fallj
ZR
IType
Ch
3663.303
1691.122
3.560
1694.682
505.60
27.17
11.46
1706.15
.00
5.85
6.47
6.500
.000
.00
0
.0
3.079
.3185
.0259
.08
3.56
2.82
1.82
.013
.00
.00
PIPE
3666.382
1692.103
3.701
1695.804
505.60
25.91
10.42
1706.22
.00
5.85
6.44
6.500
.000
.00
0
.0
2.700
.3185
.0228
.06
3.70
2.62
1.82
.013
.00
.00
PIPE
3669.082
1692.963
3.850
1696.813
505.60
24.70
9.47
1706.29
.00
5.85
6.39
6.500
.000
.00
0
.0
2.361
.3185
.0202
.05
3.85
2.43
1.82
.013
.00
.00
PIPE
3671.443
1693.715
4.007
1697.722
505.60
23.55
8.61
1706.33
.00
5.85
6.32
6.500
.000
.00
0
.0
2.049
.3185
.0179
.04
4.01
2.25
1.82
.013
.00
.00
PIPE
3673.491
1694.368
4.174
1698.542
505.60
22.45
7.83
1706.37
.00
5.85
6.23
6.500
.000
.00
0
.0
1.764
.3185
.0159
.03
4.17
2.08
1.82
.013
.00
.00
PIPE
3675.255
1694.929
4.352
1699.281
505.60
21.41
7.12
1706.40
.00
5.85
6.11
6.500
.000
.00
0
.0
1.501
.3185
.0141
.02
4.35
1.92
1.82
.013
.00
.00
PIPE
3676.757
1695.408
4.542
1699.950
505.60
20.41
6.47
1706.42
.00
5.85
5.96
6.500
.000
.00
0
.0
1.250
.3185
.0126
.02
4.54
1.77
1.82
.013
.00
.00
PIPE
3678.006
1695.806
4.748
1700.554
505.60
19.46
5.88
1706.44
.00
5.85
5.77
6.500
.000
.00
0
.0
1.008
.3185
.0113
.01
4.75
1,62
1.82
.013
.00
.00
PIPE
3679.014
1696.127
4.973
1701.100
505.60
18.56
5.35
1706.45
.00
5.85
5.51
6.500
.000
.00
0
.0
.769
.3185
.0102
.01
4.97
1.47
1.82
.013
.00
.00
PIPE
ff"I " Irl ff: I or a r1l W 2 W, I w- I r, I w, a ff- I r I r I I I W,- I IVI ir I ff A
FILE: B3g.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 8
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
2:52:36
CITRUS AVE SD -LINE B3
Q100 FROM SUMIT INTO
Casa Grande
JN 126-2013
wli
b3g.wsw
I Invert I
Depth
I Water I Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station I Elev I
(FT)
I Elev I (CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.]
ZL
IPrs/Pip
L/Elem ICh Slope I
I I I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType Ch
3679.783 1696.372
5.222
1701.594 505.60
17.69
4.86
1706.46
.00
5.85
5.17
6.500
.000
.00
0 .0
.514 .3185
.0092
.00
5.22
1.33
1.82
.013
.00
.00
PIPE
3680.297 1696.535
5.505
1702.041 505.60
16.87
4.42
1706.46
.00
5.85
4.68
6.500
.000
.00
0 .0
.203 .3185
.0085
.00
5.51
1.17
1.82
.013
.00
.00
PIPE
3680.500 1696.600
5.845
1702.445 505.60
16.08
4.02
1706.46
5.85
3.91
6.500
.000
.00
0 .0
30.870 .0040
.0082
.25
5.85
1.00
6.50
.013
.00
.00
PIPE
3711.370 1696.723
6.341
1703.064 505.60
15.33
3.65
1706.72
.00
5.85
2.01
6.500
.000
.00
0 .0
24.212 .0040
.0086
.21
6.34
.67
6.50
.013
.00
.00
PIPE
3735,582 1696.819
6.500
1703.319 505.60
15.24
3.60
1706.92
.00
5.85
.00
6.500
.000
.00
0 .0
10,198 .0040
.0091
.09
6.50
.00
6.50
.013
.00
.00
PIPE
3745.780 1696.860
6.554
1703.414 505.60
15.24
3.60
1707,02
.00
5.85
.00
6.500
.000
.00
0 .0
ENR OF- -I-
-I-
-I- -I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
I-
f
F's 9.11 9-.171 11-1 w -A p"l- Irl Irl ir-1 *I V-2 W-, I f ., I r - I U -A *41 Irl .1"- 011,32
FILE: B3g.WSW
W S P
G W - EDIT LISTING
- Version 14.01
Date:
7- 6-2005 Time: 2:52:28
WATER SURFACE PROFILE - CHANNEL
DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR INV
Y(l)
Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7)
Y(8) Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0
5.000
CD
2
4
0
4.500
CD
3
4
0
4.000
CD
4
4
0
3.500
CD
5
4
0
3.000
CD
6
4
0
2.000
CD
7
4
0
5.500
CD
8
4
0
7.000
CD
9
4
0
6.500
CD
10
4
0
6.000
W S P G W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE
SD -LINE B3
HEADING
LINE
NO
2
IS
-
Q100 FROM
SUMMIT INTO
Casa Grande
HEADING
LINE
NO
3
IS
-
JN 126-2013
wli b3g.wsw
W S P G W
PAGE NO
2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1010.970
1625.796
8
1634.300
ELEMENT
NO
2
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1031.690
1627.670
8
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1035.000
1627.760
a
.013
90.011
-2.107
.000
0
ELEMENT
NO
4
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3 Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
1037.000
1627.800
8 6 0
.015
2.900 .000
1630.340
.000
72.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
5
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1098.000
1629.120
8
.013
90.000
-38.834
.000
0
ELEMENT
NO
6
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3 Q4
INVERT -3 INVERT
-4
PHI 3 PHI 4
1100.000
1629.160
8 6 0
.015
.900 .000
1630.900
.000
43.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
7
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1126.550
1629.760
8
.013
90.002
-16.902
.000
0
ELEMENT
NO
8
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1129.500
1629.840
8
.013
.000
.000
.000
0
ELEMENT
NO
9
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3 Q4
INVERT -3 INVERT
-4
PHI 3 PHI 4
1132.500
1629.910
8 5 0
.015
15.600 .000
1631.920
.000
45.000
.000
RADIUS
ANGLE
WIN W.7% t I Wl It I W'V lul K A Iry IF - I w I r I V " I V;� I
W S P G W
WATER SURFACE PROFILE ELEMENT CARD LISTING
ELEMENT NO 10 IS A REACH
U/S DATA STATION INVERT SECT N
1281.700 1633.790 8 .013
ELEMENT NO 11 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
1283.700 1633.850 8 6 0 .015 .001
ELEMENT NO 12 IS A REACH
U/S DATA STATION INVERT SECT N
1497.500 1639.400 8 .013
ELEMENT NO 13 IS A REACH
U/S DATA STATION INVERT SECT N
1502.500 1639.520 8 .013
ELEMENT NO 14 IS A REACH
U/S DATA STATION INVERT SECT N
1584,330 1641.430 8 .013
ELEMENT NO 15 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
1596.520 1641.700 8 4 0 .015 65.100
ELEMENT NO 16 IS A REACH
U/S DATA STATION INVERT SECT N
1997.500 1651.000 8 .013
ELEMENT NO 17 IS A REACH
U/S DATA STATION INVERT SECT N
2002.500 1651.130 8 .015
ELEMENT NO 18 IS A REACH
U/S DATA STATION INVERT SECT N
2142.500 1654.770 8 .013
ELEMENT NO 19 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
2144.500 1654.820 8 6 0 .015 .001
W S P G W
WATER SURFACE PROFILE ELEMENT CARD LISTING
ELEMENT NO 20 IS A REACH
U/S DATA STATION INVERT SECT N
2152.500 1655.030 8 .013
ELEMENT NO 21 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
2154.500 1655.080 8 6 0 .015 .001
ELEMENT NO 22 IS A REACH
U/S DATA STATION INVERT SECT N
2170.000 1655.490 6 .013
ELEMENT NO 23 IS A TRANSITION
U/S DATA STATION INVERT SECT N
2175.000 1655.990 9 .015
ELEMENT NO 24 IS A REACH
U/S DATA STATION INVERT SECT N
000 .000
PAGE NO 3
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
.000
1637.750
.000
45.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
1
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
.000
1643.210
.000
30.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
1
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
.000
1657.350
.000
45.000
.000
RADIUS
ANGLE
.000
.000
PAGE NO
4
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
.000
1658,920
.000
45.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
Iry W1,24 w"I 91 Us 9-2 rl Us r1l wIll V's r - I w - I ul a 7, 1 wli.-I wll r-1
2497.500 1664.380 9 .013
ELEMENT NO 25 IS A REACH
U/S DATA STATION INVERT SECT N
2502.500 1664.510 9
ELEMENT No 26 IS A REACH
U/S DATA STATION INVERT SECT N
2716.540 1670.080 9 .013
ELEMENT NO 27 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
2725.240 1670.300 9 5 0 .015 20.200
ELEMENT NO 28 IS A REACH
U/S DATA STATION INVERT SECT N
2996.730 1677.360 9 .013
ELEMENT NO 29 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
3005.150 1677.560 9 4 0 .015 29.400
W S P G W
WATER SURFACE PROFILE ELEMENT CARD LISTING
ELEMENT NO 30 IS A REACH
U/S DATA STATION INVERT SECT N
3069.300 1679.100 9 .013
ELEMENT NO 31 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
3071.300 1679.160 9 6 0 .013 .001
ELEMENT NO 32 IS A REACH
U/S DATA STATION INVERT SECT N
3094.310 1679.720 9 .013
ELEMENT NO 33 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3
3098.310 1679.760 9 6 0 .015 .001
ELEMENT NO 34 IS A REACH
U/S DATA STATION INVERT SECT N
3230.000 1682.960 9 .013
ELEMENT NO 35 IS A REACH
U/S DATA STATION INVERT SECT N
3350.000 1684,110 9 .013
ELEMENT NO 36 IS A REACH
U/S DATA STATION INVERT SECT N
3394.610 1684.540 9 .013
ELEMENT NO 37 IS A REACH
U/S DATA STATION INVERT SECT N
3439.220 1684.970 9 .013
ELEMENT NO 38 IS A REACH
U/S DATA STATION INVERT SECT N
3497.250 1685,530 9 .013
ELEMENT NO 39 IS A REACH
U/S DATA STATION INVERT SECT N
3502.750 1685.560 9 .013
W S P G W
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
1
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
.000
1671.900
.000
45.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
.000
1678.950
.000
30.000
.000
RADIUS
ANGLE
.000
.000
PAGE NO
5
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
.000
1682.610
.000
45.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
.000
1682.020
.000
45.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
179.998
-14.200
.000
0
RADIUS
ANGLE
ANG PT
MAN H
179.997
14.200
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
1
PAGE NO
6
" V, I r I irl v "i v v w, I a I w- i r �s r, -,i ir,j v r v ri r i ir i t i w- v "-
RADIUS
ANGLE
ANG PT
MAN H
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
40
IS
A REACH
89.998
18.908
.000
0
Q4 INVERT -3 INVERT
-4
PHI 3 PHI 4
U/S DATA
STATION
INVERT
SECT
N
ANGLE
.000
.000
3606.510
1686.080
9
.013
ELEMENT
NO
41
IS
A REACH
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
U/S DATA
STATION
INVERT
SECT
N
.000
.000
.000
0
W S ELEV
3636.210
1686.230
9
.013
ELEMENT
NO
42
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2 N Q3
3649.170
1686.620
9 4
0 .015 137.000
ELEMENT
NO
43
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
3660.470
1690.220
9
.013
ELEMENT
NO
44
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
3680.500
1696.600
9
.013
ELEMENT
NO
45
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
3745.780
1696.860
9
.013
ELEMENT
NO
46
IS
A SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
3745.780
1696.860
9
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
89.998
18.908
.000
0
Q4 INVERT -3 INVERT
-4
PHI 3 PHI 4
.000 1689.020
.000
30.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
W S ELEV
1708.000
r-1 CA W�V OF'S t'l Jr lr'3'1 Ir I lf" 11 IF, -.'-I It I Ir �`j 9-�, I W --.V
Tl CITRUS AVE SD -LINE B3
T2 Q100 FROM SUMMIT INTO Casa Grande
T3
JN 126-2013-
wli
b3g.wsw
so
1010.9701625.790
8
-2.107
R
1031.6901627.670
8
1630.340
.013
R
1035.0001627.760
8
-38.834
.013
0
ix
1037.0001627.800
8
6
.015
2.900
R
1098.0001629.120
8
0
.013
ix
1100.0001629.160
8
6
.015
0.900
R
1126.5501629.760
8
.013
.000
R
1129.5001629.840
8
45.0
.013
ix
1132.5001629.910
8
5
.015
15.600
R
1281.7001633.790
8
1
.013
ix
1283.7001633.850
8
6
.015
0.001
R
1497.5001639.400
8
.013
.000
R
1502.5001639.520
8
.000
.013
1
R
1584.3301641.430
8
.000
.013
ix
1596.5201641.700
8
4
.015
65.100
R
1997.5001651.000
8
.013
45.0
R
2002.5001651.130
8
.015
.000
R
2142.5001654.770
8-
.000
.013
0
ix
2144.5001654.820
8
6
.015
0.001
R
2152.5001655.030
8
1
.013
ix
2154.5001655.080
8
6
.015
0.001
R
2170.0001655.490
8
.013
.000
TS
2175.0001655.990
9
30.0
.015
R
2497.5001664.380
9
.000
.013
R
2502.5001664.510
9
.015
R
2716.5401670.080
9
.013
45.0
ix
2725.2401670.300
9
5
.015
20.20
R
2996.7301677.360
9
.000
.013
0
ix
3005.1501677.560
9
4
.015
29.40
R
3069.3001679.100
9
0
.013
ix
3071.3001679.160
9
6
.013
0.001
R
3094.3101679.720
9
.013
ix
3098.3101679.780
9
6
.015
0.001
R
3230.0001682.960
9
.013
R
3350.0001684.110
9
.013
R
3394.6101684.540
9
.013
R
3439.2201684.970
9
.013
R
3497.2501685.530
9
.013
R
3502.7501685.560
9
.013
1634.3
.000
.000
0
-2.107
.000
0
1630.340
72,0
.000
-38.834
.000
0
1630.900
43.0
.000
-16.902
.000
0
.000
.000
0
1631.920
45.0
.000
0
.000
.000
0
1637.75
45.0
.000
.000
.000
0
.000
.000
1
.000
.000
0
1643.210
30.0
.000
.000
.000
0
.000
.000
1
.000
.000
0
1657.350
45.0
.000
.000
.000
0
1658.920
45.0
.000
.000
.000
.000
0
.000
.000
0
.000
.000
0
.000
.000
1
.000
.000
0
1671.900
45.0
.000
.000
.000
0
1678.950
30.0
.000
.000
.000
0
1682.610
45.0
.000
.000
.000
0
1682.020
45.0
.000
.000
.000
0
.000
.000
0
-14.200
.000
0
14.200
.000
0
.000
.000
0
.000
.000
1
R 3606.5101686.080 9
R 3636.2101686.230 9
ix 3649.1701686.620 9 4
R 3660.4701690.220 9
R 3680.5001696.600 9
R 3745.7801696.860 9
SH 3745.7801696.860 9
CD 1 4 0 .000 5.000
CD 2 4 0 .000 4.500
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.500
CD 5 4 0 .000 3.000
CD 6 4 0 .000 2.000
CD 7 4 0 .000 5.500
CD 8 4 0 .000 7.000
CD 9 4 0 .000 6.500
CD 10 4 0 .000 6.000
Q 505.600 .0
.013
.013
.015 137.0 1689.020
.013
.013
.013
1708.000
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000
.000
0
18.908
.000
0
30.0
.000
.000
.000
0
.000
.000
0
.000
.000
0
V1
I
rl
r.11
tj
US
CA
t"t
C-1 6-1 V-3 wl
FILE: LnCg.WSW
W S P
G W CIVILDESIGN
Version
14.01
PAGE 1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
3:35:52
CIT SDRINE C
F21,AU
M INE B3 TO
00 FR7
23+78.47
JN 126-2013
wli
LnCg.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
wtj
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I 'IN"
I X-Fallj
ZR
IType Ch
1006.310
1690.030
1.731
1691.761
137.60
29.00
13.06
1704.82
.00
3.34
3.50
3.500
.000
.00
0 .0
2.106
.3606
.0752
.16
1.73
4.39
1.14
.013
.00
.00
PIPE
1008.416
1690.789
1.765
1692,555
137.60
28.29
12.43
1704.98
.00
3.34
3.50
3.500
.000
.00
0 .0
3.634
.3606
.0684
.25
1.77
4.23
1.14
.013
.00
.00
PIPE
1012.050
1692.100
1.833
1693.933
137.60
26.98
11.30
1705.23
.00
3.34
3.50
3.500
.000
.00
0 .0
2.907
.3883
.0603
.18
1.83
3.94
1.11
.013
.00
.00
PIPE
1014.957
1693.229
1.904
1695.133
137.60
25.72
10.27
1705.41
.00
3.34
3.49
3.500
.000
.00
0 .0
2.563
.3883
.0532
.14
1.90
3.66
1.11
.013
.00
.00
PIPE
1017.520
1694.224
1.979
1696.203
137.60
24.52
9.34
1705.54
.00
3.34
3.47
3.500
.000
.00
0 .0
2.256
.3883
.0470
.11
1.98
3.40
1.11
.013
.00
.00
PIPE
1019.776
1695.100
2.058
1697.158
137.60
23.38
8,49
1705.65
.00
3.34
3.45
3.500
.000
.00
0 .0
1.984
.3883
.0415
.08
2.06
3.15
1.11
.013
.00
.00
PIPE
1021.760
1695.871
2,142
1698.013
137.60
22.30
7.72
1705.73
.00
3.34
3.41
3.500
.000
.00
0 .0
1.743
.3883
.0368
.06
2.14
2.92
1.11
.013
.00
.00
PIPE
1023.503
1696.547
2.231
1698.778
137.60
21.26
7.02
1705.80
.00
3.34
3.37
3.500
.000
.00
0 .0
1.529
.3883
.0326
.05
2.23
2.70
1.11
.013
.00
.00
PIPE
1025.032
1697.141
2.325
1699.466
137.60
20.27
6.38
1705.85
.00
3.34
3.31
3.500
.000
.00
0 .0
1.330
.3883
.0290
.04
2.33
2.49
1.11
.013
.00
.00
PIPE
9-1 rl r'l tv TIN U1 C's ts rl r-1 9�`-v til 91 ri rl ul WA V`11 A"
FILE: LnCg.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
3:35:52
CITRUS AVE SD -LINE C
Q100 FROM LINE B3 To
23+78.47
JN 126-2013
wli
LnCg.wsw
Invert
I Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev
I (FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I 'IN"
I X-Fallj
ZR
IType Ch
1026.362
1697.658
2.427
1700.085
137.60
19.33
5.80
1705.88
.00
3.34
3.23
3.500
.000
.00
0 .0
1.154
.3883
.0259
.03
2.43
2.29
1.11
.013
.00
.00
PIPE
1027-516
1698-106
2.536
1700.642
137.60
18.43
5.27
1705.91
.00
3.34
3.13
3.500
.000
.00
0 .0
.987
.3883
.0232
.02
2.54
2.10
1.11
.013
.00
.00
PIPE
1028.503
1698.489
2.655
1701.144
137.60
17.57
4.79
1705.94
.00
3.34
3.00
3.500
.000
.00
0 .0
.829
.3883
.0208
.02
2.66
1.91
1.11
.013
.00
.00
PIPE
1029.332
1698.811
2.786
1701.597
137.60
16.75
4.36
1705.95
.00
3.34
2.82
3.500
.000
.00
0 .0
.668
.3883
.0189
.01
2.79
1.73
1.11
.013
.00
.00
PIPE
1030.000
1699.070
2.935
1702.005
137.60
15.97
3.96
1705.97
.00
3.34
2.57
3.500
.000
.00
0 .0
25.969
.0096
.0188
.49
2.94
1.54
3.50
.013
.00
.00
PIPE
1055.969
1699.320
2.791
1702.111
137.60
16.73
4.34
1706.46
.00
3.34
2.81
3.500
.000
.00
0 .0
27.193
.0096
.0208
.56
2.79
1.72
3.50
.013
.00
.00
PIPE
1083.162
1699.583
2.659
1702.242
137.60
17.54
4.78
1707.02
.00
3.34
2.99
3.500
.000
.00
0 .0
26.698
.0096
.0231
.62
2.66
1.91
3.50
.013
.00
.00
PIPE
1109.860
INCT
1699.840
2.540
1702.380
137.60
18.40
5.26
1707.64
.00
3.34
3.12
3.500
.000
.00
0 .0
STR-
.0200
.0336
.07
2.54
2.10
.015
.00
.00
PIPE
1111.860
1699.880
2.436
1702.317
135.30
18.92
5.56
1707.88
.00
3.33
3.22
3.500
.000
.00
0 .0
19.470
.0370
.0254
.49
2.44
2.24
2.16
.013
.00
.00
PIPE
f-1 #"'I t"i f I V1 t 41 f I t I t-1 IF 'I F"I f I f I U11 f- * jr.,,j $,$ W.�.j I"
FILE: LnCg.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
3
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
3:35:52
CITRUS AVE SD -LINE C
Q100 FROM LINE B3 To
23+78.47
JN 126-2013
wli
LnCg.wsw
Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
1 Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
jDia.-FTIor
I.D.1
ZL
jPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType
Ch
1131.330
1700.600
2.496
1703.096
135.30
18.43
5.28
1708.37
.00
3.33
3.17
3.500
.000
.00
0
.0
JUNCT STR
.0248
.0330
.23
2.50
2.13
.015
.00
.00
PIPE
1138.190
1700.770
2.480
1703.250
135.30
18.56
5.35
1708.60
.00
3.33
3.18
3.500
.000
.00
0
.0
210.825
.0250
.0250
5.27
2.48
2.16
2.48
.013
.00
.00
PIPE
1349.015
1706.038
2.480
1708.518
135.30
18.56
5.35
1713.87
.00
3.33
3.18
3.500
.000
.00
0
.0
278.235
.0250
.0251
6.97
2.48
2.16
2.48
.013
.00
.00
PIPE
1627.250
1712.990
2.474
1715.464
135.30
18.61
5.38
1720.84
.00
3.33
3.19
3.500
.000
.00
0
.0
5.500
.0255
.0337
.19
2.47
2.17
2.79
.015
.00
.00
PIPE
1632.750
1713.130
2.462
1715.592
135.30
18.71
5.43
1721.03
.00
3.33
3.20
3.500
.000
.00
0
.0
146.010
.0260
.0250
3.65
2.46
2.19
2.44
.013
.00
.00
PIPE
1778.760
1716.920
2.501
1719.422
135.30
18.39
5.25
1724.67
.00
3.33
3.16
3.500
.000
.00
0
.0
d-JUACT
STR
.0200
.0336
.10
2.50
2.12
.015
.00
.00
PIPE
1781.760
I I
1716.980
I
2.419
I
1719.399
I
133.60
18.83
I
5.51
I
1724.91
.00
I
3.33
I
3.23
I I
3.500
1
.000
.00
1
0
.0
8.000
.0313
.0259
.21
2.42
2.24
2.26
.013
.00
.00
PIPE
17�9.760
1717.230
2.430
1719.660
133.60
18.74
5.45
1725.11
.00
3.33
3.22
3.500
.000
.00
0
.0
JUNCT STR
.0200
.0344
.10
2.43
2.22
.015
.00
.00
PIPE
1792.760
1717.290
2,419
1719.709
133.60
18.83
5.51
1725.22
.00
3.33
3.23
3.500
.000
0
.0
53.071
.0260
.0260
1.38
2.42
2.24
2.42
.013
.00
.00
PIPE
FILE: LnCg.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 4
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 7-
6-2005
Time:
3:35:52
CITRUS AVE SD -LINE C
Q100 FROM LINE B3 To
23+78.47
JN 126-2013
wli
LnCg.wsw
Invert
I Depth
I Water I
Q
Vel
Vel I
Energy I
Super
jCriticalIFlow ToplHeight/lBase
WtI
INo Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm Dp
I "N" I
X-Fallj
ZR
IType Ch
1845.831
1718.670
2,419
1?21.089
133.60
18.83
5.51
1726.59
.00
3.33
3.23
3.500
.000
.00
0 .0
281.919
.0260
.0250
7.05
2.42
2.24
2.42
.013
.00
.00
PIPE
2127.750
1726.000
2.494
1728.494
133.60
18.21
5.15
1733.65
.00
3.33
3.17
3.500
.000
.00
0 .0
5.000
.0260
.0321
.16
2.49
2.11
2.72
.015
.00
.00
PIPE
2132.750
1726.130
2.486
1728.616
133.60
18.28
5.19
1733.81
.00
3.33
3.18
3.500
.000
.00
0 .0
61.722
.0260
.0237
1.46
2.49
2.12
2.42
.013
.00
.00
PIPE
2194.473
1727.735
2.527
1730.262
133.60
17.96
5.01
1735.27
.00
3.33
3.14
3.500
.000
.00
0 .0
84.627
.0260
.0220
1.86
2.53
2.05
2.42
.013
.00
.00
PIPE
2279.100
1729.936
2.645
1732.581
133.60
17.12
4.55
1737.13
.00
3.33
3.01
3.500
.000
.00
0 .0
45.548
.0260
.0198
.90
2.65
1.87
2.42
.013
.00
.00
PIPE
2324.648
1731.120
2.776
1733.897
133.60
16.32
4.14
1738.03
.00
3.33
2.84
3.500
.000
.00
0 .0
28.476
.0260
.0179
.51
2.78
1.69
2.42
.013
.00
.00
PIPE
2353.124
1731.861
2.922
1734.783
133.60
15.57
3.76
1738.55
.00
3.33
2.60
3.500
.000
.00
0 .0
17.636
.0260
.0164
.29
2.92
1.51
2.42
.013
.00
.00
PIPE
2370.760
1732.320
3.095
1735.415
133.60
14.84
3.42
1738.83
.00
3.33
2.24
3.500
.000
.00
0 .0
7.710
.0260
.0155
.12
3.10
1.30
2.42
.013
.00
.00
PIPE
2378.470
1732.520
3.326
1735.846
133.60
14.15
3.11
1738.95
3.33
1.52
3.500
.000
.00
0 .0
i t, i t -i r v r, -v r i ir 'i t j u i ir ') r --,j r- j r j ri a # v I t li * w -s
FILE: LnCg.WSW
W S P
G W - EDIT LISTING
- version 14.01
Date:
7- 6-2005 Time: 3:35:44
WATER
SURFACE PROFILE - CHANNEL
DEFINITION
LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR INV
Y(l)
Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7)
Y(8) Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0
5.000
CD
2
4
0
4.500
CD
3
4
0
4.000
CD
4
4
0
3.500
CD
5
4
0
3.000
CD
6
4
0
2.000
CD
7
4
0
5.500
CD
8
4
0
7.000
CD
9
4
0
6.500
CD
10
4
0
6.000
W S P G W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE
SD -LINE C
HEADING
LINE
NO
2
IS
-
Q100 FROM
LINE B3 To
23+78.47
HEADING
LINE
No
3
IS
-
JN 126-2013
wli LnCg.wsw
W S P G W
PAGE NO
2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1006.310
1690.030
4
1690.100
ELEMENT
NO
2
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1012.050
1692.100
4
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1030.000
1699.070
4
.013
.000
.000
.000
0
ELEMENT
NO
4
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1109.860
1699.840
4
.013
.000
.000
.000
0
ELEMENT
NO
5
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3 Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
1111.860
1699.880
4 6 0
.015
2.300 .000
1701.180
.000
43.500
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
6
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1131.330
1700.600
4
.013
.000
.000
.000
0
ELEMENT
NO
7
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3 Q4
INVERT -3 INVERT -4
PHI 3 PHI 4
1138.190
1700.770
4 6 0
.015
.001 .000
1700.710
.000
45.500
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
8
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1627.250
1712.990
4
.013
.000
.000
.000
0
ELEMENT
NO
9
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1632.750
1713.130
4
.015
.000
.000
.000
1
ELEMENT
NO
10
IS
A
REACH
-�j ul Ir
I ir I ir I jr, I t 1 -1 ir I r I g -1
RADIUS
ANGLE
ANG PT
MAN H
U/S DATA
STATION
INVERT
SECT
N
PAGE NO
3
Q4 INVERT -3 INVERT
-4 PHI
3 PHI 4
1778.760
1716.920
4
.013
.000
RADIUS
ANGLE
.000
.000
W S P G W
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
-4 PHI
ELEMENT
NO
11
IS
A JUNCTION
.000
RADIUS
ANGLE
.000
.000
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
.000
0
RADIUS
ANGLE
ANG PT
1781.760
1716.980
4 6 0
.015
1.700
ELEMENT
NO
12
IS
A REACH
.000
.000
0
W S ELEV
1743.000
U/S DATA
STATION
INVERT
SECT
N
1789.760
1717.230
4
.013
ELEMENT
NO
13
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
1792.760
1717.290
4 6 0
.015
.001
ELEMENT
NO
14
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2127.750
1726.000
4
.013
ELEMENT
NO
15
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2132.750
1726.130
4
.015
ELEMENT
NO
16
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2378.470
1732.520
4
.013
ELEMENT
NO
17
IS
A SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
2378.470
1732.520
4
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
PAGE NO
3
Q4 INVERT -3 INVERT
-4 PHI
3 PHI 4
.000 1717.900
.000
45.500
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4 INVERT -3 INVERT
-4 PHI
3 PHI 4
.000 1718.010
.000
43.500
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
1
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
W S ELEV
1743.000
U- I *'I t�l 9 1 9 1 f 11 f I r 11 f I r I f I r " I I IV " I t 0 w I a I a I Wra
Tl CITRUS AVE SD -LINE C
T2 Q100 FROM LINE B3 TO 23+-T8.47
T3
JN 126-2013
wli
LnCg.wsw
so
1006.3101690.030
4
1690.1
R
1012.0501692.100
4
.013
.000
.000
0
R
1030.0001699.070
4
.013
.000
.000
0
R
1109.8601699.840
4
.013
.000
.000
0
ix
1111.8601699.880
4 6
.015
2.3
1701.18
43.5
.000
R
1131.3301700.600
4
.013
.000
.000
0
ix
1138.1901700.770
4 6
.015
0.001
1700.710
45.5
.000
R
1627.2501712.990
4
.013
.000
.000
0
R
1632.7501713.130
4
.015
.000
.000
1
R
1778.7601716.920
4
.013
.000
.000
0
ix
1781.7601716.980
4 6
.015
1.700
1717.900
45.5
.000
0
R
1789.7601717.230
4
.013
.000
.000
0
ix
1792.7601717.290
4 6
.015
0.001
1718.010
43.5
.000
R
2127.7501726.000
4
.013
.000
.000
0
R
2132.7501726.130
4
.015
.000
.000
1
R
2378.4701732.520
4
.013
.000
.000
0
SH
2378.4701732.520
4
1743.000
CD
1 4 0 .000
5.000
.000 .000
.000
.00
CD
2 4 0 .000
4.500
.000 .000
.000
.00
CD
3 4 0 .000
4.000
.000 .000
.000
.00
CD
4 4 0 .000
3.500
.000 .000
.000
.00
CD
5 4 0 .000
3.000
.000 .000
.000
.00
CD
6 4 0 .000
2.000
.000 .000
.000
.00
CD
7 4 0 .000
5.500
.000 .000
.000
.00
CD
8 4 0 .000
7.000
.000 .000
.000
.00
CD
9 4 0 .000
6.500
.000 .000
.000
.00
CD
10 4 0 .000
6.000
.000 .000
.000
.00
Q
133.600
.0
r 1 9 1 9-11 Ir 1 f -I f"I r I f 11 9- 1 f ''1 9 1 r- I r I r " I It I I 'I t , -3 11 es
FILE: latl.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-23-2005
Time:
1:44:56
CITRUS AVE SD -LINE B3
Q100--LATB3-1
JN f2-6-2013
wli
latl.wsw
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase Wtj
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I X-Fallj
ZR
IType
Ch
1003.630
1630.340
2.360
1632.700
6.90
2.20
.07
1632.77
.00
.93
.00
2.000
.000
.00
0
.0
7.736
.0475
.0009
.01
2.36
.00
.51
.013
.00
.00
PIPE
1011.366
1630.707
2.000
1632.707
6.90
2.20
.07
1632.78
.00
.93
.00
2.000
.000
.00
0
.0
3.807
.0475
.0009
.00
2.00
.00
.51
.013
.00
.00
PIPE
1015.173
1630.888
1.814
1632.702
6.90
2.30
.08
1632.78
.00
.93
1.16
2.000
.000
.00
0
.0
2.140
.0475
.0008
.00
1.81
.25
.51
.013
.00
.00
PIPE
1017.313
1630.989
1.706
1632.695
6.90
2.42
.09
1632.79
.00
.93
1.42
2.000
.000
.00
0
.0
1.377
.0475
.0009
.00
1.71
.30
.51
.013
.00
.00
PIPE
1018.690
1631.055
1.618
1632.673
6.90
2.53
.10
1632.77
.00
.93
1.57
2.000
.000
.00
0
.0
HYDRAULIC
JUMP
1018.690
1631.055
.485
1631.539
6.90
11.74
2.14
1633.68
.00
.93
1.71
2.000
.000
.00
0
.0
12.120
.0475
.0561
.68
.48
3.53
.51
.013
.00
.00
PIPE
1030.810
1631.630
.485
1632.115
6.90
11.74
2.14
1634.25
.33
.93
1.71
2.000
.000
.00
0
.0
3.701
.0464
.0569
.21
.81
3.53
.51
.013
.00
.00
PIPE
1034.511
1631.802
.481
1632.283
6.90
11.86
2.18
1634.47
.33
.93
1.71
2.000
.000
.00
0
.0
13.119
.0464
.0618
.81
.81
3.58
.51
.013
.00
.00
PIPE
1047.630
1632.410
.465
1632.875
6.90
12.43
2.40
1635.28
.00
.93
1.69
2.000
.000
.00
0
.0
2.229
.1475
.0622
.14
.47
3.82
.38
.013
.00
.00
PIPE
If I *I *-I ri 91 rl r I f -I w , I f I f I r, I rl ties 91919191
FILE: latl.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-23-2005
Time:
1:44:56
CITRUS AVE SD -LINE B3
Q100--LATB3-1
JN 126-2013
wli
latl.wsw
Invert
I Depth
I Water I
Q
Vel
Vel I
Energy I
Super
ICriticaljFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd,El.I
Elev
I Depth
I Width
IDia.-FTjor
I.D.1
ZL
JPrs/Pip
-I-
L/Elem
-I-
ICh Slope
-I-
I
-I-
I I
-I-
I
-I-
-I-
SF Avel
-I-
HF ISE
-I-
DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I 'IN" I
-1-
X-Fallj
ZR
-1
IType
Ch
1049.859
1632.739
.479
1633.218
6.90
11.92
2.21
1635.42
.00
.93
1.71
2.000
.000
.00
0
.0
1.980
.1475
.0548
.11
.48
3.61
.38
.013
.00
.00
PIPE
1051.840
1633.031
.496
1633.527
6.90
11.36
2.00
1635.53
.00
.93
1.73
2.000
.00
0
.0
1.661
.1475
.0480
.08
.50
3.38
.38
.013
.00
.00
PIPE
1053.500
1633.276
.513
1633.789
6.90
10.83
1.82
1635.61
.00
.93
1.75
2.000
.000
.00
0
.0
1.409
.1475
.0419
.06
.51
3.16
.38
.013
.00
.00
PIPE
1054.909
1633.484
.530
1634.014
6.90
10.33
1.66
1635.67
.00
.93
1.77
2.000
.000
.00
0
.0
1.188
.1475
.0367
.04
.53
2.96
.38
.013
.00
.00
PIPE
1056.097
1633.659
.549
1634.208
6.90
9.85
1.51
1635.71
.00
.93
1.79
2.000
.000
.00
0
.0
1.022
.1475
.0321
.03
.55
2.77
.38
.013
.00
.00
PIPE
1057.119
1633.810
.568
1634.378
6.90
9.39
1.37
1635.75
.00
.93
1.80
2.000
.000
.00
0
.0
.883
.1475
.0281
.02
.57
2.59
.38
.013
.00
.00
PIPE
1058.002
1633.940
.587
1634.527
6.90
8.95
1.24
1635.77
.00
.93
1.82
2.000
.000
.00
0
.0
.750
.1475
.0246
.02
.59
2.43
.38
.013
.00
.00
PIPE
1058.752
1634.050
.608
1634.659
6.90
8.54
1.13
1635.79
.00
.93
1.84
2.000
.000
.00
0
.0
.650
.1475
.0215
.01
.61
2.27
.38
.013
.00
.00
PIPE
1059.402
1634.146
.629
1634.775
6.90
8.14
1.03
1635.80
.00
.93
1.86
2.000
.000
.00
0
.0
.548
.1475
.0189
.01
.63
2.12
.38
.013
.00
.00
PIPE
rl 93 f1,11 wl 91 U1 U-1 IF] 9`1 IF') Ul 9-1 It'l Us el It -I W1 *I &'I
FILE: latl.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 3
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-23-2005
Time:
1:44:56
CITRUS AVE SD -LINE B3
Q100--LATB3-1
JN 126-2013
wli
latl.wsw
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
jPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm.
Dp
I 'IN" I
X-Fallj
ZR
IType Ch
1059.950
1634.227
.652
1634.879
6.90
7.76
.94
1635.81
.00
.93
1.88
2.000
.000
.00
0 .0
.474
.1475
.0165
.01
.65
1.99
.38
.013
.00
.00
PIPE
1060.424
1634.297
.675
1634.972
6.90
7.40
.85
1635.82
.00
.93
1.89
2.000
.000
.00
0 .0
.401
.1475
.0145
.01
.68
1.86
.38
.013
.00
.00
PIPE
1060.824
1634.356
.699
1635.055
6.90
7.06
.77
1635.83
.00
.93
1.91
2.000
.000
.00
0 .0
.343
.1475
.0127
.00
.70
1.74
.38
.013
.00
.00
PIPE
1061.168
1634.407
.723
1635.130
6.90
6.73
.70
1635.83
.00
.93
1.92
2.000
.000
.00
0 .0
.278
.1475
.0111
.00
.72
1.62
.38
.013
.00
.00
PIPE
1061.445
1634.448
.749
1635.197
6.90
6.41
.64
1635.84
.00
.93
1.94
2.000
.000
.00
0 .0
.226
.1475
.0098
.00
.75
1.52
.38
.013
.00
.00
PIPE
1061.671
1634.481
.776
1635.257
6.90
6.12
.58
1635.84
.00
.93
1.95
2.000
.000
.00
0 .0
.171
.1475
.0086
.00
.78
1.42
.38
.013
.00
.00
PIPE
1061.842
1634.506
.805
1635.311
6.90
5.83
.53
1635.84
.00
.93
1.96
2.000
.000
.00
0 .0
.136
.1475
.0075
.00
.81
1.32
.38
.013
.00
.00
PIPE
1061.978
1634.526
.834
1635.360
6.90
5.56
.48
1635.84
.00
.93
1.97
2.000
.000
.00
0 .0
.090
.1475
.0066
.00
.83
1.23
.38
.013
.00
.00
PIPE
1062.067
1634.539
.865
1635.405
6.90
5.30
.44
1635.84
.00
.93
1.98
2.000
.000
.00
0 .0
.054
.1475
.0058
.00
.87
1.15
.38
.013
.00
.00
PIPE
r, I r I fl- -I r I ri V I V I r, I U, I U1 r -1 ri r I U I It I & 1 9 1 f, I rl
FILE: latl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 5-23-2005 Time: 1:44:56
CITRUS AVE SD -LINE B3
Q100--LATB3-1
JN 126-2013 wli latl.wsw
I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1062.121 1634.547 .897 1635.444 6.90 5.05 .40 1635.84 .00 .93 1.99 2.000 .000 .00 0 .0
.019 .1475 .0051 .00 .90 1.08 .38 .013 .00 .00 PIPE
1062.140 1634.550 .932 1635.482 6.90 4.81 .36 1635.84 .00 .93 2.00 2.000 .000 .00 0 .0
WALL ENTRANCE
1062.140 1634.550 1.459 1636.009 6.90 .17 .00 1636.01 .00 .12 28.00 8.000 28.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
ul &-1 wl 91 I's rl U-1 rl 9's 91 9-1 Ul el 2-11 wl Ul wl US *I
FILE: latl.WSW
W S P G
W - EDIT LISTING - version 14.01
Date:
5-23-2005
Time: 1:44:48
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0 6.000
CD
2
4
0 5.000
CD
3
4
0 4.000
CD
4
4
0 3,000
CD
5
4
0 2.500
CD
6
4
0 2.000
CD
7
3
0 .000 8.000 28.000
.000
.000 .00
CD
8
3
0 .000 8.540 28.000
.000
.000 .00
W S
P G W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE
CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE SD -LINE B3
HEADING
LINE
NO
2
IS
-
Q100--LATB3-1
HEADING
LINE
NO
3
IS
-
jN 126-2013
wli
latl.wsw
W S
P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1003.630 1630.340
6
1632.700
ELEMENT
NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1030.810 1631.630
6
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1047.630 1632.410
6
.013
22.500
42.832
.000
0
ELEMENT
NO
4
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1062.140 1634.550
6
.013
.000
.000
.000
0
ELEMENT
NO
5
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1062.140 1634.550
7
.500
ELEMENT
NO
6
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1062.140 1634.550
7
1642,550
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-1
T3 JN 126--2013 wli
so 1003.6301630.340 6
R 1030.8101631.630 6
R 1047.6301632.410 6
R 1062.1401634.550 6
WE 1062.1401634.550 7
SH 1062.1401634.550 7
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 8.000
CD 8 3 0 .000 8.540
Q 6.900 .0
I
I t I t I r' I or -1 9 1 W-1 If. I f I CA
latl.wsw
1632.700
.013 .000 .000 0
.013 42.832 .000 0
.013 .000 .000 0
.500
1642.550
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 '00
28.000 .000 .000 .00
28.000 .000 .000 .00
UA ri ul " wl Irl U1 r) f1j 91 f-1 lr�'l Ul tj CA V's ell all *I
FILE: lat2.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:10:44
CITRUS AVE SD -LINE B3
Q100--LATB3-2
JN 126-2013
wli
lat2.wsw
Invert
Depth
I Water
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth
I Width
IDia.-FTjor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType Ch
1004.030
1631.770
2.230
1634.000
1.40
.45
.00
1634.00
.00
.41
.00
2.000
.000
.00
0 .0
.830
.2770
.0000
.00
2.23
.00
.15
.013
.00
.00
PIPE
1004.860
1632.000
2.000
1634.000
1.40
.45
.00
1634.00
.00
.41
.00
2.000
.000
.00
0 .0
.666
.2770
.0000
.00
2.00
.00
.15
.013
.00
.00
PIPE
1005.527
1632.185
1.814
1633.999
1.40
.47
.00
1634.00
.00
.41
1.16
2.000
.000
.00
0 .0
.389
.2770
.0000
.00
1.81
.05
.15
.013
.00
.00
PIPE
1005.915
1632.292
1.706
1633.998
1.40
.49
.00
1634.00
.00
.41
1.42
2.000
.000
.00
0 .0
.316
.2770
.0000
.00
1.71
.06
.15
.013
.00
.00
PIPE
1006.232
1632.380
1.618
1633.998
1.40
.51
.00
1634.00
.00
.41
1.57
2.000
.000
.00
0 .0
.280
.2770
.0000
.00
1.62
.07
.15
.013
.00
.00
PIPE
1006.512
1632.458
1.540
1633.998
1.40
.54
.00
1634.00
.00
.41
1.68
2.000
.000
.00
0 .0
.251
.2770
.0000
.00
1.54
.08
.15
.013
.00
.00
PIPE
1006.763
1632.527
1.470
1633.997
1.40
.57
.00
1634.00
.00
.41
1.77
2.000
.000
.00
0 .0
.229
.2770
.0001
.00
1.47
.08
.15
.013
.00
.00
PIPE
1006.992
1632.591
1.406
1633.997
1.40
.59
.01
1634.00
.00
.41
1.83
2.000
.000
.00
0 .0
.215
.2770
.0001
.00
1.41
.09
.15
.013
.00
.00
PIPE
1007.207
1632.650
1.346
1633.996
1.40
.62
.01
1634.00
.00
.41
1.88
2.000
.000
.00
0 .0
.196
.2770
.0001
.00
1.35
.10
.15
.013
.00
.00
PIPE
tj f"I us al ws ri rl rl C-1 cl tj r1l Ul W13 E's 91 W1 C-1 r-1
FILE: lat2.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 2
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:10:44
CITRUS AVE SD -LINE B3
Q100--LATB3-2
JN 126-2013
wli
lat2.wsw
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
1 Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm Dp
I "N" I
X-Fallj
ZR
IType Ch
1007.403
1632.704
1.291
1633.996
1.40
.65
.01
1634.00
.00
.41
1.91
2.000
.000
.00
0 .0
.185
.2770
.0001
.00
1.29
.11
.15
.013
.00
PIPE
1007.589
1632.756
1.239
1633.995
1.40
.68
.01
1634.00
.00
.41
1.94
2.000
.000
.00
0 .0
.171
.2770
.0001
.00
1.24
.12
.15
.013
.00
.00
PIPE
1007.760
1632.803
1.191
1633.994
1.40
.72
.01
1634.00
.00
.41
1.96
2.000
.000
.00
0 .0
.163
.2770
.0001
.00
1.19
.13
.15
.013
.00
.00
PIPE
1007.923
1632.848
1.145
1633.993
1.40
.75
.01
1634.00
.00
.41
1.98
2.000
.000
.00
0 .0
.156
.2770
.0001
.00
1.15
.14
.15
.013
.00
.00
PIPE
1008.078
1632.891
1.101
1633.992
1.40
.79
.01
1634.00
.00
.41
1.99
2.000
.000
.00
0 .0
.145
.2770
.0001
.00
1.10
.15
.15
.013
.00
.00
PIPE
1008.223
1632.931
1.060
1633.991
1.40
.83
.01
1634.00
.00
.41
2.00
2.000
.000
.00
0 .0
.141
.2770
.0001
.00
1.06
.16
.15
.013
.00
.00
PIPE
1008.364
1632.970
1.020
1633.990
1.40
.87
.01
1634.00
.00
.41
2.00
2.000
.000
.00
0 .0
.129
.2770
.0002
.00
1.02
.17
.15
.013
.00
.00
PIPE
1008.493
1633.006
.983
1633.989
1.40
.91
.01
1634.00
.00
.41
2.00
2.000
.000
.00
0 .0
.125
.2770
.0002
.00
.98
.18
.15
.013
.00
.00
PIPE
1008.618
1633.041
.947
1633.988
1.40
.96
.01
1634.00
.00
.41
2.00
2.000
.000
.00
0 .0
.118
.2770
.0002
.00
.95
.20
.15
.013
.00
.00
PIPE
r I r I U1, I r I w I V1 " r 13 9- 1 fr-V r' I ff I r I r I It I C I r �1 C1 a a
FILE: lat2.WSW
W S P
G W -
CIVILDESIGN version
14.01
PAGE
3
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:10:44
CITRUS AVE SD -LINE B3
Q100--LATB3-2
JN 126-2013
wli
lat2.wsw
I Invert
I Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticaliFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE DpthlFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType
Ch
1008.736
1633.074
.913
1633.987
1.40
1.00
.02
1634.00
.00
.41
1.99
2.000
.000
.00
0
.0
.114
.2770
.0002
.00
.91
.21
.15
.013
.00
.00
PIPE
1008.850
1633.105
.880
1633.985
1.40
1.05
.02
1634.00
.00
.41
1.99
2.000
.000
.00
0
.0
.010
.2770
.0003
.00
.88
.23
.15
.013
.00
.00
PIPE
1008.860
1633.108
.849
1633.957
1.40
1.10
.02
1633.98
.00
.41
1.98
2.000
.000
.00
0
.0
HYDRAULIC
JUMP
1008.860
1633.106
.157
1633.265
1.40
12.22
2.32
1635.58
.00
.41
1.08
2.000
.000
.00
0
.0
3.220
.2770
.2256
.73
.16
6.60
.15
.013
.00
.00
PIPE
1012.080
1634.000
.163
1634.163
1.40
11.57
2.06
1636.24
.00
.41
1.09
2.000
.000
.00
0
.0
2.230
.2770
.1946
.43
.16
6.13
.15
.013
.00
.00
PIPE
1014.311
1634.617
.168
1634.785
1.40
11.03
1.89
1636.67
.00
.41
1.11
2.000
.000
.00
0
.0
1.549
.2770
.1694
.26
.17
5.75
.15
.013
.00
.00
PIPE
1015.860
1635.047
.173
1635.220
1.40
10.51
1.72
1636.94
.00
.41
1.12
2.000
.000
.00
0
.0
1.161
.2770
.1477
.17
.17
5.39
.15
.013
.00
.00
PIPE
1017.021
1635.368
.179
1635,547
1.40
10.03
1.56
1637.11
.00
.41
1.14
2.000
.000
.00
0
.0
.918
.2770
.1290
.12
.18
5.05
.15
.013
.00
.00
PIPE
1017.938
1635.622
.185
1635.807
1.40
9.56
1.42
1637.23
.00
.41
1.16
2.000
.000
.00
0
.0
.748
.2770
.1125
.08
.19
4.74
.15
.013
.00
.00
PIPE
, �j -�'j t' f U1
9-1 r I W . Wl el f
FILE: lat2.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 4
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:10:44
CITRUS AVE SD -LINE B3
Q100--LATB3-2
JN 126-2013
wli
lat2.wsw
I Invert I
Depth
I Water I
Q
Vel
Vel I
Energy I
Super
iCriticallFlow
ToplHeight/lBase
wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1018.686
1635.829
.191
1636.020
1.40
9.11
1.29
1637.31
.00
.41
1.18
2.000
.000
.00
0
.617
.2770
.0982
.06
.19
4.44
.15
.013
.00
.00
PIPE
1019.303
1636.000
.198
1636.198
1.40
8.69
1.17
1637.37
.00
.41
1.19
2.000
.000
.00
0 .0
.526
.2770
.0858
.05
.20
4.17
.15
.013
.00
.00
PIPE
1019.828
1636.146
.204
1636.350
1.40
8.29
1.07
1637.42
.00
.41
1.21
2.000
.000
.00
0 .0
.445
.2770
.0748
.03
.20
3.91
.15
.013
.00
.00
PIPE
1020.273
1636.269
.211
1636.480
1.40
7.90
.97
1637.45
.00
.41
1.23
2.000
.000
.00
0 .0
.383
.2770
.0653
.03
.21
3.67
.15
.013
.00
.00
PIPE
1020.656
1636.375
.218
1636.593
1.40
7.53
.88
1637.47
.00
.41
1.25
2.000
.000
.00
0 .0
.332
.2770
.0569
.02
.22
3.44
.15
.013
.00
.00
PIPE
1020.988
1636.467
.225
1636.692
1.40
7.18
.80
1637.49
.00
.41
1.26
2.000
.000
.00
0 .0
.289
.2770
.0496
.01
.23
3.22
.15
.013
.00
.00
PIPE
1021.278
1636.547
.232
1636.780
1.40
6.85
.73
1637.51
.00
.41
1.28
2.000
.000
.00
0 .0
.249
.2770
.0433
.01
.23
3.02
.15
.013
.00
.00
PIPE
1021.526
1636.616
.240
1636.857
1.40
6.53
.66
1637.52
.00
.41
1.30
2.000
.000
.00
0 .0
.218
.2770
.0378
.01
.24
2.83
.15
.013
.00
.00
PIPE
1021.745
1636.677
.248
1636.925
1.40
6.22
.60
1637.53
.00
.41
1.32
2.000
.000
.00
0 .0
.191
.2770
.0330
.01
.25
2.66
.15
.013
.00
.00
PIPE
r1l r1l wl 9-1 ul Ir -1 " U'l us VIII r-1 wl W13 Ull F'j U-1 W1 rl &I
FILE: lat2.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 5
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:10:44
CITRUS AVE SD -LINE B3
Q100--LATB3-2
-
JN 126-2013
wli
lat2.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
CriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1021.936
1636.730
.256
1636.986
1.40
5.94
.55
1637.53
.00
.41
1.34
2.000
.000
.00
0 .0
.164
.2770
.0288
.00
.26
2.49
.15
.013
.00
.00
PIPE
1022.100
1636.775
.265
1637.040
1.40
5.66
.50
1637.54
.00
.41
1.36
2.000
.000
.00
0 .0
.144
.2770
.0252
.00
.27
2.34
.15
.013
.00
.00
PIPE
1022.244
1636.815
.274
1637.089
1.40
5.40
.45
1637.54
.00
.41
1.38
2.000
.000
.00
0 .0
.126
.2770
.0220
.00
.27
2.19
.15
.013
.00
.00
PIPE
1022.370
1636.850
.283
1637.133
1.40
5.14
.41
1637.54
.00
.41
1.39
2.000
.000
.00
0 .0
.110
.2770
.0192
.00
.28
2.05
.15
.013
.00
.00
PIPE
1022.480
1636.880
.292
1637.173
1.40
4.91
.37
1637.55
.00
.41
1.41
2.000
.000
.00
0 .0
.092
.2770
.0167
.00
.29
1.92
.15
.013
.00
.00
PIPE
1022.572
1636.906
.302
1637.208
1.40
4.68
.34
1637.55
.00
.41
1.43
2.000
.000
.00
0 .0
.080
.2770
.0146
.00
.30
1.80
.15
.013
.00
.00
PIPE
1022.651
1636.928
.312
1637.240
1.40
4.46
.31
1637.55
.00
.41
1.45
2.000
.000
.00
0 .0
.065
.2770
.0128
.00
.31
1.69
.15
.013
.00
.00
PIPE
1022.716
1636.946
.323
1637.269
1.40
4.25
.28
1637.55
.00
.41
1.47
2.000
.000
.00
0 .0
.055
.2770
.0112
.00
.32
1.58
.15
.013
.00
.00
PIPE
1022.770
1636.961
.334
1637.295
1.40
4.05
.26
1637.55
.00
.41
1.49
2.000
.000
.00
0 .0
.046
.2770
.0097
.00
.33
1.48
.15
.013
.00
.00
PIPE
r 1 9 1 1r, 1� I r-, I f, I t1- I r- I If 1 9, 1 r-1 f �1 9,1 9-1 9' 1 w I t I a I r I a I
FILE: lat2.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 6
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:10:44
CITRUS AVE SD -LINE B3
Q100--LATB3-2
JN 126-2013
wli
lat2.wsw
I Invert
I Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticaliFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I 'IN"
I X-Fallj
ZR
IType Ch
1022.816
1636.974
.345
1637.319
1.40
3.87
.23
1637.55
.00
.41
1.51
2.000
.000
.00
0 .0
.038
.2770
.0085
.00
.35
1.39
.15
.013
.00
.00
PIPE
1022.854
1636.984
.356
1637.340
1.40
3.69
.21
1637.55
.00
41
1.53
2.000
.000
.00
0 .0
.023
.2770
.0074
.00
.36
1.30
.15
.013
.00
.00
PIPE
1022.876
1636.991
.369
1637.360
1.40
3.51
.19
1637.55
.00
.41
1.55
2.000
.000
.00
0 .0
.020
.2770
.0065
.00
.37
1.22
.15
.013
.00
.00
PIPE
1022.897
1636.996
.381
1637.377
1.40
3.35
.17
1637.55
.00
.41
1.57
2.000
.000
.00
0 .0
.010
.2770
.0057
.00
.38
1.14
.15
.013
.00
.00
PIPE
1022.907
1636.999
.394
1637.393
1.40
3.19
.16
1637.55
.00
.41
1.59
2.000
.000
.00
0 .0
.003
.2770
.0049
.00
.39
1.07
.15
.013
.00
.00
PIPE
1022.910
1637.000
.409
1637.409
1.40
3.03
.14
1637.55
.00
.41
1.61
2.000
.000
.00
0 .0
WALL ENTRANCE
1022.910
1637.000
.613
1637.613
1.40
.33
.00
1637.61
.00
.11
7.00
5.940
7.000
.00
0 .0
r'l 91 o'l Ul wl Irl U-1 cl US Ul ff"I 91 ul ul U-1 wa ul ull w -v
FILE: lat2.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
4-14-2005
Time: 2:10:36
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
0 6.000
CD 2
4
0 5.000
CD 3
4
0 4.000
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 7
3
0 .000 5.940 7.000
.000 .000 .00
CD 8
3
0 .000 8.540 28.000
.000 .000 .00
W S P G W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1
IS
-
CITRUS AVE SD -LINE B3
HEADING LINE
No
2
IS
-
Q100--LATB3-2
HEADING LINE
NO
3
IS
-
JN 126-2013
wli lat2.wsw
W S P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1004.030 1631.770
6
1634.000
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1022.910 1637,000
6 .013
.000
.000
.000
0
ELEMENT NO
3
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT FP
1022.910 1637.000
7 .500
ELEMENT NO
4
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1022.910 1637.000
7
1642.940
t I t -1 9`1 r'l r1l 9' 1 f-1 r I 9--1 u 1 9 1 ff-I Us U I t I t I t 1 0 1 9 1
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-2
T3 JN 12�--2013 wli
so 1004.0301631.770 6
R 1022.9101637.000 6
WE 1022.9101637.000 7
SH 1022.9101637.000 7
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 5.940
CD 8 3 0 .000 8.540
Q 1.400 .0
lat2. wsw
.013
.500
1634.000
.000 .000 0
1642.940
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
7.000
.000
.000
.00
28.000
.000
.000
.00
FILE: lat3.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 1
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-19-2005
Time:
5:43:19
CITRUS
AVE SD -LINE B3
Q100--LATB3-3
JN 7=0737'
wli
lat3.wsw
Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I X-Fallj
ZR
IType Ch
1009.450
1631.970
2.730
1634.700
28.00
4.15
.27
1634.97
.00
1.71
1.72
3.000
.000
.00
0 .0
8.000
.0100
.0016
.01
2.73
.37
1.36
.013
.00
.00
PIPE
1017.450
1632.050
2.651
1634.701
28.00
4.24
.28
1634.98
.02
1.71
1.92
3.000
.000
.00
0 .0
8.956
.0150
.0016
.01
2.67
.40
1.21
.013
.00
.00
PIPE
1026.406
1632.184
2.503
1634.687
28.00
4.44
.31
1634.99
.03
1.71
2.23
3.000
.000
.00
0 .0
7.222
.0150
.0018
.01
2.53
.47
1.21
.013
.00
.00
PIPE
1033.629
1632.293
2.377
1634.670
28.00
4.66
.34
1635.01
.04
1.71
2.43
3.000
.000
.00
0 .0
5.938
.0150
.0020
.01
2.41
.52
1.21
.013
.00
.00
PIPE
1039.567
1632.382
2.266
1634.648
28.00
4.89
.37
1635.02
.04
1.71
2.58
3.000
.000
.00
0 .0
1.223
.0150
.0021
.00
2.31
.58
1.21
.013
.00
.00
PIPE
1040.790
-I-
1632.400
-I-
2.242
-I-
1634.642
-I-
28.00
-I-
4.94
-I-
.38
-I-
1635.02
-I-
.04
-I-
1.71
-I-
2.61
-I-
3.000
-I-
.000
-I-
.00
0
I-
1 9, 1 it, 1 9' 1 9 1 a i t I I I t 1 9 1 F I a I f -I 9 1 a I a i a I a I a I
FILE: lat3.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
5-19-2005
Time: 5:43:11
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0 6.000
CD
2
4
0 5.000
CD
3
4
0 4.000
CD
4
4
0 3.000
CD
5
4
0 2.500
CD
6
4
0 2.000
CD
7
3
0 .000 8.000 28.000
.000 .000 .00
CD
8
3
0 .000 8.540 28.000
.000 .000 .00
W S P G W
PAGE NO
I
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE SD -LINE B3
HEADING
LINE
No
2
IS
-
Q100--LATB3-3
HEADING
LINE
No
3
IS
-
JN 126-2013
wli lat3.wsw
W S P G W
PAGE NO
2
WATER SURFACE -PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1009.450 1631.970
4
1634.700
ELEMENT
NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1017.450 1632.050
4 .013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1040.790 1632.400
4 .013
45.001
29.717
.000
0
ELEMENT
NO
4
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1040.790 1632.400
4
1640.000
t I r I t, I rl,l t- I t" I r 1 9 1 w I t I r I t I t I t ) t I I I a I t I a i
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-3
T3 JN 126-2013 wli
so 1009.4501631.970 4
R 1017.4501632.050 4
R 1040.7901632.400 4
SH 1040.7901632.400 4
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 8.000
CD 8 3 0 .000 8.540
Q 28.000 .0
lat3.wsw
1634.700
013
013
1640.000
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
28.000
.000
.000
.00
28.000
.000
.000
.00
' 000 .000 0
29.717 .000 0
r I a' I W, I W' I f I K" I U I r, I lr-,l ff " i r, I If I r I r I a- I rt I a 1 9' 1 9 1
FILE: lat4.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
1
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:24:
4
CITRUS AVE SD -LINE B3
Q100--LATB3-4
JN 1-26-2013
wli
lat4.wsw
Invert I
Depth
I Water
I Q
Vel
Vel I
Energy I
Super
ICriticaljFlow
ToplHeight/lBase Wtj
lNo Wth
Station
I Elev I
(FT)
I Elev
I (CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem.
ICh Slope I
I
I I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N" I X-Fallj
ZR
IType
Ch
1004.950
1637.750
.312
1638.062
5.00
16.00
3.98
1642.04
.00
.79
1.45
2.000
.000
.00
0
.0
.690
.2921
.1727
.12
.31
6.08
.28
.013
.00
.00
PIPE
1005.640
1637.952
.314
1638.266
5.00
15.78
3.87
1642.13
.00
.79
1.46
2.000
.000
.00
0
.0
2.548
.2921
.1585
.40
.31
5.96
.28
.013
.00
.00
PIPE
1008.188
1638.696
.325
1639.021
5.00
15.04
3.51
1642.54
.00
.79
1.48
2.000
.000
.00
0
.0
2.008
.2921
.1385
.28
.33
5.59
.28
.013
.00
.00
PIPE
1010.196
1639.283
.336
1639.619
5.00
14.34
3.19
1642.81
.00
.79
1.50
2.000
.000
.00
0
.0
1.632
.2921
.1210
.20
.34
5.24
.28
.013
.00
.00
PIPE
1011.829
1639.760
.347
1640.107
5.00
13.68
2.90
1643.01
.00
.79
1.51
2.000
.000
.00
0
.0
1.351
.2921
.1056
.14
.35
4.91
.28
.013
.00
.00
PIPE
1013.180
1640.154
.359
1640.514
5.00
13.04
2.64
1643.15
.00
.79
1.54
2.000
.000
.00
0
.0
1.141
.2921
.0923
.11
.36
4.60
.28
.013
.00
'00
PIPE
1014.321
1640.488
.371
1640.859
5.00
12.43
2.40
1643.26
.00
.79
1.55
2.000
.000
.00
0
.0
.975
.2921
.0806
.08
.37
4.31
.26
.013
.00
.00
PIPE
1015.296
1640.773
.383
1641.156
5.00
11.85
2.18
1643.34
.00
.79
1.57
2.000
.000
.00
0
.0
.836
.2921
.0704
.06
.38
4.04
.28
.013
.00
.00
PIPE
1016,132
1641.017
.396
1641.413
5.00
11.30
1.98
1643.40
.00
.79
1.59
2.000
.000
.00
0
.0
.721
.2921
.0615
.04
.40
3.78
.28
.013
.00
00
PIPE
r I F, I w"11 a' I Ul WA W'l r, I mr*72 wil Mr -1 or I a I F'. -I r j r I W, I a' I &-A
FILE: lat4.WSW
W S P
G W - CIVILDESIGN Version
14,01
PAGE
2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:24:
4
CITRUS AVE SD -LINE B3
Q100--LATB3-4
JN 126-2013
wli
lat4.wsw
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1016.853
1641.227
.410
1641.638
5.00
10.78
1.80
1643.44
.00
.79
1.61
2.000
.000
.00
0
.0
.629
.2921
.0538
.03
.41
3.54
.28
.013
.00
.00
PIPE
1017.483
1641.411
.424
1641.835
5.00
10.28
1.64
1643.47
.00
.79
1.64
2.000
.000
.00
0
.0
.551
.2921
.0470
.03
.42
3.32
.28
.013
.00
.00
PIPE
1018.034
1641.572
.438
1642.010
5.00
9.80
1.49
1643.50
.00
.79
1.65
2.000
.000
.00
0
.0
.480
.2921
.0411
.02
.44
3.11
.28
.013
.00
.00
PIPE
1018.513
1641.712
.453
1642.166
5.00
9.34
1.35
1643.52
.00
.79
1.67
2.000
.000
.00
0
.0
.418
.2921
.0359
.02
.45
2.91
.28
.013
.00
.00
PIPE
1018.932
1641.835
.469
1642.304
5.00
8.91
1.23
1643.54
.00
.79
1.69
2.000
.000
.00
0
.0
.366
.2921
.0314
.01
.47
2.73
.28
.013
.00
.00
PIPE
1019.300
1641.942
.485
1642.427
5.00
8.49
1.12
1643.55
.00
.79
1.71
2.000
.000
.00
0
.0
.324
.2921
.0275
.01
.49
2.55
.28
.013
.00
.00
PIPE
1019.624
1642.037
.501
1642.538
5.00
8.10
1.02
1643.56
.00
.79
1.73
2.000
.000
.00
0
.0
.278
.2921
.0240
.01
.50
2.39
.28
.013
.00
.00
PIPE
1019.902
1642.118
.519
1642.637
5.00
7.72
.93
1643.56
.00
.79
1.75
2.000
.000
.00
0
.0
.244
.2921
.0210
.01
.52
2.24
.28
.013
.00
.00
PIPE
1020.146
1642.189
.537
1642,726
5.00
7.36
.84
1643.57
.00
.79
1.77
2.000
.000
.00
0
.0
.214
.2921
.0184
.00
.54
2.10
.28
.013
.00
.00
PIPE
F, A F I r I F-11 r1l
WA
t- I
r, I
w I
CA
W I
w "I t"I
FILE: lat4.WSW
W S P
G W
CIVILDESIGN
Version
14.01
PAGE 3
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:24: 4
CITRUS AVE SD -LINE B3
Q100--LATB3-4
JN 126-2013
wli
lat4.wsw
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtl
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.j
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1020.360
1642.252
.555
1642.807
5.00
7.02
.76
1643.57
.00
.79
1.79
2.000
.000
.00
0 .0
.179
.2921
.0161
.00
.56
1.96
.28
.013
.00
.00
PIPE
1020.539
1642.304
.575
1642.879
5.00
6.69
.70
1643.57
.00
.79
1.81
2.000
.000
.00
0 .0
.155
.2921
.0141
.00
.56
1.84
.28
.013
.00
.00
PIPE
1020.694
1642.349
.595
1642.945
5.00
6.38
.63
1643.58
.00
.79
1.83
2.000
.000
.00
0 .0
.134
.2921
.0123
.00
.60
1.72
.28
.013
.00
.00
PIPE
1020.828
1642.389
.615
1643.004
5.00
6.08
.57
1643.58
.00
.79
1.85
2.000
.000
.00
0 .0
.107
.2921
.0108
.00
.62
1.61
.28
.013
.00
.00
PIPE
1020.936
1642.420
.637
1643.057
5.00
5.80
.52
1643.58
.00
.79
1.86
2.000
.000
.00
0 .0
.090
.2921
.0094
.00
.64
1.50
.28
.013
.00
.00
PIPE
1021.026
1642.446
.659
1643.105
5.00
5.53
.47
1643.58
.00
.79
1.88
2.000
.000
.00
0 .0
.068
.2921
.0083
.00
.66
1.41
.28
.013
.00
.00
PIPE
1021.094
1642.466
.683
1643.149
5.00
5.27
.43
1643.58
.00
.79
1.90
2.000
.000
.00
0 .0
.054
.2921
.0073
.00
.68
1.31
.28
.013
.00
.00
PIPE
1021.147
1642.482
.707
1643.189
5.00
5.03
.39
1643.58
.00
.79
1.91
2.000
.000
.00
0 .0
.037
.2921
.0064
.00
.71
1.23
.28
.013
.00
.00
PIPE
1021.184
1642.493
.732
1643.225
5.00
4.79
.36
1643.58
.00
.79
1.93
2.000
.000
.00
0 .0
.019
.2921
.0056
.00
.73
1.15
.28
.013
.00
.00
PIPE
V-1 9-1 UA fl -11 r-1 r'l KA U-1 W's w's Irl W'A rl U'l VA &-,I 1KA,
FILE: lat4.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 4-14-2005 Time: 2:24: 4
CITRUS AVE SD -LINE B3
Q100--LATB3-4
JN 126-2013 wli lat4.wsw
Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaljFlow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1021.203 1642.498 .759 1643.257 5.00 4.57 .32 1643.58 .00 .79 1.94 2.000 .000 .00 0 .0
.007 .2921 .0049 .00 .76 1.07 .28 .013 .00 .00 PIPE
1021.210 1642.500 .788 1643.288 5.00 4.35 .29 1643.58 .00 .79 1.95 2.000 .000 .00 0 .0
WALL ENTRANCE
1021.210 1642.500 1.216 1643.716 5.00 .2o .00 1643.72 .00 .12 21.00 5.500 21.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
�l Irl I I A f -I r I 'I ff 'I V`
FILE: lat4.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
4-14-2005
Time: 2:23:56
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 6.000
CD 2
4
0 5.000
CD 3
4
0 4.000
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 7
3
0 .000 5.500 21.000
.000 .000 .00
CD 8
3
0 8.540 28,000
.000 .000 .00
W S P G W
PAGE NO 1
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1
IS
-
CITRUS AVE SD -LINE B3
HEADING LINE
No
2
IS
-
Q100--LATB3-4
HEADING LINE
NO
3
IS
-
JN 126-2013
wli lat4.wsw
W S P G W
PAGE NO 2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1004.950 1637.750
6
1638.600
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN H
1021.210 1642.500
6 .013
.000
.000
.000 0
ELEMENT NO
3
is
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT FP
1021.210 1642.500
7 .500
ELEMENT NO
4
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1021.210 1642.500
7
1648.000
Ul I I Cl r`*1 lr;l lul 9 1 9`1 t'l r I w I r , I r. -1 r , I r I r I r'l T I a 4 -1
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-4
T3 JN 126-2013 wli lat4.wsw
so 1004.9501637.750 6 1638.600
R 1021.2101642.500 6 .013 .000 .000 0
WE 1021.2101642.500 7 .500
SH 1021.2101642.500 7 1648.000
CD 1 4 0 .000 6.000 .000 .000 .000 .00
CD 2 4 0 .000 5.000 .000 .000 .000 .00
CD 3 4 0 .000 4.000 .000 .000 .000 .00
CD 4 4 0 .000 3.000 .000 .000 .000 .00
CD 5 4 0 .000 2.500 .000 .000 .000 .00
CD 6 4 0 .000 2.000 .000 .000 .000 .00
CD 7 3 0 .000 5.500 -21.000 .000 .000 .00
CD 8 3 0 .000 8.540 28.000 .000 .000 .00
Q 5.000 .0
IF I It I a I CA r-11 Ir I I I r A r I r-1 r I f I r- -I f- I ff �1 w- I w I *'I V -I
FILE: lat5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 1
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING
Date: 5-18-2005
Time:
6: 0:35
CITRUS AVE SD -LINE B3
Q100--LATR3-5-
JN 126-2013
wli lat5.wsw
I Invert I
Depth I Water I Q I
Vel Vel I Energy I
Super
JCriticalIFlow
TopiHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I Elev I (CFS) I
(FPS) Head I Grd.El.1
Elev
I Depth
I Width
jDia.-FTjor I.D.1
ZL
IPrs/Pip
L/Elem
lCh Slope I
I I I
SF Avel HF ISE Dpth[Froude
NINorm
Dp
I "N" I X-Fallj
ZR
IType Ch
1014.700
1643.290
3.310 1646.600 62.60
6.65 .69 1647.29
.00
2.48
1.59
3.500 .000
.00
0 .0
24.424
.0098
.0034 .08
3.31
.48
2.01
.013 .00
.00
PIPE
1039.125
1643.530
3.085 1646.615 62.60
6.97 .75 1647.37
.00
2.48
2.26
3.500 .000
.00
0 .0
12.276
.0098
.0036 .04
3.09
.62
2.01
.013 .00
.00
PIPE
1051.400
-I-
1643.650
-I-
2.952 1646.602 62.60
-I- -I- -I-
7.23 .81 1647.41
-I- -I- -I-
.00
-I-
2.48
-I-
2.54
-I-
3.500 .000
-I- -I-
.00
0 .0
I-
U-1 f I till VI ir-11 1r.11 r"I f--1 f "I Irl *1 rl V's r I a I r"I r, 1 11-1 Ir -111
FILE: 1at5.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
5-18-2005
Time: 6:
0:27
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT I BASE
ZL ZR INV Y(1) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y'(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 6.000
CD 2
4
0 5.000
CD 3
4
0 4.000
CD 4
4
0 3,500
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 7
3
0 .000 8.000 28.000
.000 .000 .00
CD 8
3
0 .000 8.540 28.000
.000 .000 .00
W S P G W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1
IS
-
CITRUS AVE SD -LINE B3
HEADING LINE
No
2
IS
-
Q100--LATB3-5
HEADING LINE
No
3
IS
-
JN 126-2013
w1i lat5.wsw
W S P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1014.700 1643.290
4
1646.600
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1051.400 1643.650
4 .013
.000
.000
.000
0
ELEMENT NO
3
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1051.400 1643.650
4
1656.000
r "' I f I f I t I r I t" I U I t- 1 6 1 r I r 1 9- 1 r, I r, I I I rl -1 W- I t I & I
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-5,
T3 JN 126-2013 wli lat5.wsw
so 1014.7001643.290 4 1646.600
R 1051.4001643.650 4 .013 .000 .000 0
SH 1051.4001643.650 4 1656.000
CD 1 4 0 .000 6.000 .000 .000 .000 .00
CD 2 4 0 .000 5.000 .000 .000 .000 .00
CD 3 4 0 .000 4.000 .000 .000 .000 .00
CD 4 4 0 .000 3.500 .000 .000 .000 .00
CD 5 4 0 .000 2.500 .000 .000 .000 .00
CD 6 4 0 .000 2.000 .000 .000 .000 .00
CD 7 3 0 .000 8.000 28.000 .000 .000 .00
CD 8 3 0 .000 8.540 28.000 .000 .000 .00
Q 62.600 .0
FILE: lat7.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
4:15:22
CITRUS AVE SD -LINE B3
Q100--LATB3-7
JN 126-2Oi3
wli
latl.WSW
I Invert
I Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTjor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1005.030
1657.350
1.750
1659.100
5.50
1.89
.06
1659.16
.00
.83
1.32
2.000
.000
.00
0
.0
9.315
.0103
.0006
.01
1.75
.22
.67
.013
.00
.00
PIPE
1014.345
1657.446
1.654
1659.100
5.50
1.98
.06
1659.16
.00
.83
1.51
2.000
.000
.00
0
.0
1.405
.0103
.0006
.00
1.65
.26
.67
.013
.00
.00
PIPE
1015.750
1657.460
1.640
1659.100
5.50
1.99
.06
1659.16
.00
.83
1.54
2.000
.000
.00
0
.0
7.987
.0100
.0006
.00
1.64
.26
.67
.013
.00
.00
PIPE
1023.737
1657.540
1.559
1659.099
5.50
2.09
.07
1659.17
.01
.83
1.66
2.000
.000
.00
0
.0
7.015
.0100
.0007
.00
1.56
.29
.67
.013
.00
.00
PIPE
1030.751
1657.610
1.487
1659.097
5.50
2.19
.07
1659.17
.01
.83
1.75
2.000
.000
.00
0
.0
6,241
.0100
.0008
.00
1,49
.32
.67
.013
.00
.00
PIPE
1036.993
1657.672
1.422
1659.094
5.50
2.30
.08
1659.18
.01
.83
1.81
2.000
.000
.00
0
.0
5.784
.0100
.0009
.00
1.43
.35
.67
.013
.00
.00
PIPE
1042.776
1657.730
1.361
1659.091
5.50
2.41
.09
1659.18
.01
.83
1.87
2.000
.000
.00
0
.0
.725
.0100
.0009
.00
1.37
.38
.67
.013
.00
.00
PIPE
1043.501
1657.737
1.361
1659.098
5.50
2.42
.09
1659.19
.01
.83
1.87
2.000
.000
.00
0
.0
HYDRAULIC
JUMP
1043.501
1657.737
.472
1658.209
5.50
9.71
1.46
1659.67
.11
.83
1.70
2.000
.000
.00
0
.0
.480
.0100
.0396
.02
.58
2.96
.67
.013
.00
.00
PIPE
t 12 t"I
FILE: lat7.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 2
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
4:15:22
CITRUS AVE SD -LINE B3
Q100--LATB3-7
JN 126-2013
wli
lat5.wsw
Invert
I Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
JPrs/Pip
-I-
L/Elem
-I-
lCh Slope
-I-
I I
-I-
I
-I-
I
-I-
-I-
SF Avel
-I- -I-
HF ISE DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I "N"
-1-
I X-Fallj
ZR
-1
IType Ch
1043.981
1657.742
.472
1658.214
5.50
9.71
1.46
1659.68
.11
.83
1.70
2.000
.000
.00
0 .0
4.025
.0100
.0424
.17
.58
2.96
.67
.013
.00
.00
PIPE
1048.006
1657.782
.456
1658.238
5.50
10.18
1.61
1659.85
.12
.83
1.68
2.000
.000
.00
0 .0
3.804
.0100
.0485
.18
.58
3.16
.67
.013
.00
.00
PIPE
1051.810
1657.820
.442
1658.261
5.50
10.68
1.77
1660.03
.00
.83
1.66
2.000
.000
.00
0 .0
.302
.0097
.0519
.02
.44
3.38
.68
.013
.00
.00
PIPE
1052.112
1657.823
.440
1658.263
5.50
10.70
1.78
1660.04
.00
.83
1.66
2.000
.000
.00
0 .0
3.558
.0097
.0558
.20
.44
3.39
.68
.013
.00
.00
PIPE
1055.670
1657.857
.426
1658.284
5.50
11.22
1.96
1660.24
.00
.83
1.64
2.000
.000
.00
0 .0
3.360
.0097
.0638
.21
.43
3.62
.66
.013
.00
.00
PIPE
1059.030
1657.890
.412
1658.302
5.50
11.77
2.15
1660.45
.00
.83
1.62
2.000
.000
.00
0 .0
.650
.1379
.0670
.04
.41
3.86
.35
.013
.00
.00
PIPE
1059.681
1657.980
.415
1658.395
5.50
11.64
2.10
1660.50
.00
.83
1.62
2.000
.000
.00
0 .0
2.326
.1379
.0617
.14
.42
3.80
.35
.013
.00
.00
PIPE
1062.006
1658.301
.429
1658.730
5.50
11.10
1.91
1660.64
.00
.83
1.64
2.000
.000
.00
0 .0
1.892
.1379
.0540
.10
.43
3.56
.35
.013
.00
.00
PIPE
1063.898
1658.562
.444
1659.006
5.50
10.58
1.74
1660.74
.00
.83
1.66
2.000
.000
.00
0 .0
1.576
.1379
.0472
.07
.44
3.33
.35
.013
.00
.00
PIPE
r, I t I t �'l U11 r 1 Iry r-1 V"11 9- 1 9'117� r I r I r. I r I a I w:11 I - I Ir - 1 or- I
FILE: lat7.WSW
W S P
G W - CIVILDESIGN Version 14.01
PAGE
3
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
4:15:22
CITRUS AVE SD -LINE B3
Q100--LATB3-7
JN 126-2013
wli
lat5.wsw
Invert
I Depth
1 Water I
Q
Vel
Vel I
Energy
I Super
jCriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF
ISE DpthlFroude
NINorm Dp
I "N"
I X-Fallj
ZR
IType
Ch
1065.474
1658.779
.459
1659.238
5.50
10.09
1.58
1660.82
.00
.83
1.68
2.000
.000
.00
0
.0
1.321
.1379
.0413
.05
.46
3.12
.35
.013
.00
.00
PIPE
1066.795
1658.961
.475
1659.436
5.50
9.62
1.44
1660.87
.00
.83
1.70
2.000
.000
.00
0
.0
1.125
.1379
.0361
.04
.48
2.92
.35
.013
.00
.00
PIPE
1067.920
1659.116
.491
1659.607
5.50
9.17
1.31
1660.91
.00
.83
1.72
2.000
.000
.00
0
.0
.956
.1379
.0315
.03
.49
2.74
.35
.013
.00
.00
PIPE
1068.876
1659.248
.508
1659.756
5.50
8.74
1.19
1660.94
.00
.83
1.74
2.000
.000
.00
0
.0
.815
.1379
.0276
.02
.51
2.56
.35
.013
.00
.00
PIPE
1069.691
1659.360
.526
1659.887
5.50
8.34
1.08
1660.97
.00
.83
1.76
2.000
.000
.00
0
.0
.704
.1379
.0242
.02
.53
2.40
.35
.013
.00
.00
PIPE
1070.395
1659.458
.544
1660.002
5.50
7.95
.98
1660.98
.00
.83
1.78
2.000
.000
.00
0
.0
.601
.1379
.0211
.01
.54
2.25
.35
.013
.00
.00
PIPE
1070.996
1659.541
.563
1660.104
5.50
7.58
.89
1661.00
.00
.83
1.80
2.000
.000
.00
0
.0
.520
.1379
.0185
.01
.56
2.10
.35
.013
.00
.00
PIPE
1071.516
1659.612
.582
1660.194
5.50
7.23
.81
1661.01
.00
.83
1.82
2.000
.000
.00
0
.0
.433
.1379
.0162
.01
.58
1.97
.35
.013
.00
.00
PIPE
1071.949
1659.672
.603
1660.275
5.50
6.89
.74
1661.01
.00
.83
1.84
2.000
.000
.00
0
.0
.372
.1379
.0142
.01
.60
1.84
.35
.013
.00
.00
PIPE
'I t
FILE: lat7.WSW
W S P
G W -
CIVILDESIGN version
14.01
PAGE
4
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
4:15:22
CITRUS AVE SD -LINE B3
Q100--LATB3-7
JN 126-2013
wli
lat5.wsw
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE DpthIFroude
NINorM
Dp
I "N" I
X-Falll
ZR
IType
Ch
1072.321
1659.723
.624
1660.347
5.50
6.57
.67
1661.02
.00
.83
1.85
2.000
.000
'00
0
.0
.310
.1379
.0124
.00
.62
1.72
.35
.013
.00
.00
PIPE
1072.631
1659.766
.646
1660.412
5.50
6.26
.61
1661.02
.00
.83
1.87
2.000
.000
.00
0
.0
.263
.1379
.0109
.00
.65
1.61
.35
.013
.00
.00
PIPE
1072.894
1659.802
.668
1660.470
5.50
5.97
.55
1661.02
.00
.83
1189
2.000
.000
.00
0
.0
.205
.1379
.0095
.00
.67
1.51
.35
.013
.00
.00
PIPE
1073.099
1659.830
.692
1660.523
5.50
5.69
.50
1661.03
.00
.83
1.90
2.000
.000
.00
0
.0
.160
.1379
.0083
.00
.69
1,41
.35
.013
.00
.00
PIPE
1073.259
1659.653
.717
1660.570
5.50
5.43
.46
1661,03
.00
.83
1.92
2.000
.000
.00
0
.0
.127
.1379
.0073
.00
.72
1.32
.35
.013
.00
.00
PIPE
1073.386
1659.870
.742
1660.612
5.50
5.18
.42
1661.03
.00
.83
1.93
2.000
.000
.00
0
.0
.082
.1379
.0064
.00
.74
1.23
.35
.013
.00
.00
PIPE
1073.469
1659.881
.769
1660.651
5,50
4.94
.38
1661.03
.00
.83
1.95
2.000
.000
.00
0
.0
.048
.1379
.0056
.00
.77
1.15
.35
.013
.00
.00
PIPE
1073.517
1659.888
.797
1660.685
5.50
4.71
.34
1661.03
.00
.83
1.96
2.000
.000
.00
0
.0
.013
.1379
.0049
.00
.80
1.07
.35
.013
.00
.00
PIPE
1073.530
1659.890
.828
1660.718
5.50
4.48
.31
1661.03
.00
.83
1.97
2.000
.000
.00
0
.0
WALL ENTRANCE
ri &its w*F111 9-1 Ir -1 f - 1 6- 1 a I r'l f -:1 t I t I T'' I f I u, -1 f I
FILE: lat7.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 5
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 4-14-2005 Time: 4:15:22
CITRUS AVE SD -LINE B3
Q100--LATB3-7
JN 126-2013 wli lat5.wsw
Invert I Depth I Water I Q I Vel Vel I Energy 1 Super ICriticalIFlow ToplHeight/lBase Wtj jNo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTjor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm, Dp I "N" I X-Falll ZR IType Ch
1073.530 1659.890 1.283 1661.173 5.50 .20 .00 1661.17 .00 .13 21.00 9.000 21.000 .00 0 .0
FILE: lat7.WSW
W S P G
W - EDIT LISTING - version 14.01
Date:
4-14-2005
Time: 4:15:14
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT I BASE
ZL
ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 6.000
CD 2
4
0 5.000
CD 3
4
0 4.000
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 7
3
0 .000 9.000 21.000
.000
.000 .00
CD 8
3
0 .000 8.540 28.000
.000
.000 .00
W S
P G W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE
CARD LISTING
HEADING LINE
NO
1
IS
-
CITRUS AVE SD -LINE B3
HEADING LINE
No
2
IS
-
Q100--LATB3-7
HEADING LINE
NO
3
IS
-
JN 126-2013
Wli
lati. WSW
W S
P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1005.030 1657.350
6
1659.100
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1015.750 1657.460
6
.013
.000
.000
.000
0
ELEMENT NO
3
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1051,810 1657.820
6
.013
45.000
45.913
.000
0
ELEMENT NO
4
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1059.030 1657.890
6
.013
.000
.000
.000
0
ELEMENT NO
5
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1073.530 1659.890
6
.013
.000
.000
.000
0
ELEMENT NO
6
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1073.530 1659.890
7
.500
ELEMENT NO
7
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1073.530 1659.890
7
1668.890
VA r --,l N's ul t 1 9 1 r I V'l r I U-1 r I r I r I r, I I I
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-7
T3
JN 126-2013
Wli
lat?.
WSW
so
1005.0301657.350
6
1659.10
R
1015.7501657.460
6
.013
.000
.000 0
R
1051.8101657.820
6
.013
45.913
.000 0
R
1059.0301657.890
6
.013
.000
.000 0
R
1073.5301659.890
6
.013
.000
.000 0
WE
1073.5301659.890
7
.500
SH
1073.5301659.890
7
1668.890
CD
1 4 0 .000
6.000
.000
.000
.000
.00
CD
2 4 0 .000
5.000
.000
.000
.000
.00
CD
3 4 0 .000
4.000
.000
.000
.000
.00
CD
4 4 0 .000
3.000
.000
.000
.000
.00
CD
5 4 0 .000
2.500
.000
.000
.000
.00
CD
6 4 0 .000
2.000
.000
.000
.000
.00
CD
7 3 0 .000
9.000
21.000
.000
.000
.00
CD
8 3 0 .000
8.540
28.000
.000
.000
.00
Q
5.500
.0
V11 ar-1
Usti
III
9.1r]
fs
ff"A
r1l
rigs
tv
&1*, 1 *2
FILE: lat6.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 1
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:31:25
CITRUS AVE SD -LINE B3
Q100--LATB3-6
JN r2-6-2013
wli
lat6.wsw
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTjor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm Dp
I "N"
I X-Fallj
ZR
IType Ch
1004.950
1658.920
.325
1659.245
5.20
15.66
3.81
1663.05
.00
.80
1.48
2.000
.000
.00
0 .0
1.660
.2749
.1543
.26
.33
5.82
.29
.013
.00
.00
PIPE
1006.610
1659.377
.331
1659.708
5.20
15.23
3.60
1663.31
.00
.80
1.49
2.000
.000
.00
0 .0
2.323
.2749
.1387
.32
.33
5.60
.29
.013
.00
.00
PIPE
1008.933
1660.015
.342
1660.357
5.20
14.52
3.27
1663.63
.00
.80
1.51
2.000
.000
.00
0 .0
1.858
.2749
.1212
.23
.34
5.25
.29
.013
.00
.00
PIPE
1010.791
1660.526
.354
1660.880
5.20
13.84
2.98
1663.86
.00
.80
1.53
2.000
.000
.00
0 .0
1.530
.2749
.1059
.16
.35
4.92
.29
.013
.00
.00
PIPE
1012.321
1660.947
.366
1661.313
5.20
13.20
2.71
1664.02
.00
.80
1.55
2.000
.000
.00
0 .0
1.283
.2749
.0925
.12
.37
4.61
.29
.013
.00
.00
PIPE
1013.603
1661.299
.378
1661.677
5.20
12.59
2.46
1664.14
.00
.80
1.57
2.000
.000
.00
0 .0
1.085
.2749
.0808
.09
.38
4.32
.29
.013
.00
.00
PIPE
1014.688
1661,597
.391
1661.988
5.20
12.00
2.24
1664.22
.00
.80
1.59
2.000
.000
.00
0 .0
.931
.2749
.0706
.07
.39
4.05
.29
.013
.00
.00
PIPE
1015.620
1661.853
.404
1662.257
5.20
11.44
2.03
1664.29
.00
.80
1.61
2.000
.000
.00
0 .0
.801
.2749
.0617
.05
.40
3.79
.29
.013
.00
.00
PIPE
1016.421
1662.073
.418
1662.492
5.20
10.91
1.85
1664,34
.00
.80
1.63
2.000
.000
.00
0 .0
.697
.2749
.0539
.04
.42
3.55
.29
.013
.00
.00
PIPE
FILE: lat6.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:31:25
CITRUS AVE SD -LINE B3
Q100--LATB3-6
JN 126-2013
Wli
lat6.wsw
I Invert I
Depth
I water
Q I
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/[Base
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthlFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1017.118
1662.265
.432
1662.697
5.20
10.40
1.68
1664.38
.00
.80
1.65
2.000
.000
.00
0
.0
.605
.2749
.0471
.03
.43
3.33
.29
.013
.00
.00
PIPE
1017.722
1662.431
.447
1662,878
5.20
9.92
1.53
1664.41
.00
.80
1.67
2.000
.000
.00
0
.0
.530
.2749
.0412
.02
.45
3.12
.29
.013
.00
.00
PIPE
1018.252
1662.577
.462
1663.039
5.20
9.46
1.39
1664.43
.00
.80
1.69
2.000
.000
.00
0
.0
.461
.2749
.0360
.02
.46
2.92
.29
.013
.00
.00
PIPE
1018.714
1662.704
.478
1663.182
5.20
9.02
1.26
1664.44
.00
.80
1.71
2.000
.000
.00
0
.0
.406
.2749
.0315
.01
.48
2.73
.29
.013
.00
.00
PIPE
1019.119
1662.815
.494
1663.309
5.20
8.60
1.15
1664.46
.00
.80
1.73
2.000
.000
.00
0
.0
.353
.2749
.0275
.01
.49
2.56
.29
.013
.00
.00
PIPE
1019.472
1662.912
.511
1663.423
5.20
8.20
1.04
1664.47
.00
.80
1.74
2.000
.000
.00
0
.0
.306
.2749
.0241
.01
.51
2.40
.29
.013
.00
.00
PIPE
1019.778
1662.997
.529
1663.526
5.20
7.81
.95
1664.47
.00
.80
1.76
2.000
.000
.00
0
.0
.269
.2749
.0211
.01
.53
2.24
.29
.013
.00
.00
PIPE
1020,047
1663.070
.547
1663.618
5.20
7.45
.86
1664.48
.00
.80
1.78
2.000
.000
.00
0
.0
.232
.2749
.0184
.00
.55
2.10
.29
.013
.00
.00
PIPE
1020.279
1663.134
.566
1663.700
5.20
7.10
.78
1664.48
.00
.80
1.80
2.000
.000
.00
0
.0
.198
.2749
.0161
.00
.57
1.96
.29
.013
.00
.00
PIPE
ir t I Ir j 4r fr- 'I f I
FILE: lat6.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 3
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:
2:31:25
CITRUS AVE SD -LINE B3
Q100--LATB3-6
JN 126-2013
wli
lat6.wsw
I Invert I
Depth
I Water I
Q
Vel
Vel I
Energy I
Super
lCriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType Ch
1020.477
1663.188
.586
1663.775
5.20
6.77
.71
1664.49
.00
.80
1.82
2.000
.000
'00
0 .0
.172
.2749
.0141
.00
.59
1.84
.29
.013
.00
.00
PIPE
1020.648
1663.236
.606
1663.842
5.20
6.46
.65
1664.49
.00
.80
1.84
2.000
.000
.00
0 .0
.141
.2749
.0124
.00
.61
1.72
.29
.013
.00
.00
PIPE
1020.789
1663.274
.628
1663.902
5.20
6.16
.59
1664.49
.00
.80
1.86
2.000
.000
.00
0 .0
.119
.2749
.0108
.00
.63
1.61
.29
.013
.00
.00
PIPE
1020.908
1663.307
.650
1663,957
5.20
5.87
.54
1664.49
.00
.80
1.87
2.000
.000
.00
0 .0
.097
.2749
.0095
.00
.65
1.50
.29
.013
.00
.00
PIPE
1021.005
1663.334
.673
1664.007
5.20
5.60
.49
1664.49
.00
.80
1.89
2.000
.000
.00
0 .0
.076
.2749
.0083
.00
.67
1.41
.29
.013
.00
.00
PIPE
1021.081
1663.355
.697
1664.052
5.20
5.34
.44
1664.49
.00
.80
1.91
2.000
.000
.00
0 .0
.061
.2749
.0073
.00
.70
1.32
.29
.013
.00
.00
PIPE
1021.142
1663 . 371
.721
1664.092
5.20
5.09
.40
1664.49
.00
.80
1.92
2.000
.000
.00
0 .0
.039
.2749
.0064
.00
.72
1.23
.29
.013
.00
.00
PIPE
1021.181
1663.382
.747
1664.129
5.20
4.85
.37
1664.49
.00
.80
1.93
2.000
.000
.00
0 .0
.023
.2749
.0056
.00
.75
1.15
.29
.013
.00
.00
PIPE
1021.204
1663.388
.774
1664.162
5.20
4.63
.33
1664.49
.00
.80
1.95
2.000
.000
.00
0 .0
.006
.2749
.0049
.00
.77
1.07
.29
.013
.00
.00
PIPE
& V it I W, Is fri r I I " t, I U-1 IVI F, 1 9, 1 V4-1 f"I 1, V a A Ir-, I t I f I t 'I
FILE: lat6.WSW
W S P
G W - CIVILDESIGN Version 14.01
PAGE 4
Program Package Serial
Number: 1296
WATER
SURFACE PROFILE LISTING
Date: 4-14-2005
Time:
2:31:25
CITRUS AVE SD -LINE B3
Q100--LATB3-6
JN 126-2013
wli
lat6.wsw
Invert I
Depth I Water I Q I
Vel
Vel I Energy I Super
ICriticallFlow ToplHeight/lBase Wtj
INo Wth
Station I Elev I
(FT) I Elev I (CFS) I
(FPS)
Head I Grd.El.1 Elev
I Depth I Width
IDia.-FTIor I.D.1
ZL
jPrs/Pip
L/Elem ICh Slope I
I I I
SF Avel HF ISE DpthIFroude
NINorm. Dp
I "N" I X-Fallj
ZR
IType Ch
1021.210 1663.390
.804 1664.194 5.20
4.40
.30 1664.49 .00
.80 1.96
2,000 .000
.00
0 .0
WALL ENTRANCE
I
1021.210 1663.390
1.243 1664.633 5.20
.20
.00 1664.63 .00
.12 21.00
5,500 21.000
.00
0 .0
FILE: lat6.WSW W S P G W EDIT LISTING - Version 14.01 Date: 4-14-2005 Time: 2:31:17
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 0 6.000
CD 2 4 0 5.000
CD 3 4 0 4.000
CD 4 4 0 3.000
CD 5 4 0 2.500
CD 6 4 0 2.000
CD 7 3 0 .000 5.500 21.000 .000 .000 .00
CD 8 3 0 .000 8.540 28.000 .000 .000 .00
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
CITRUS AVE SD -LINE B3
HEADING LINE No 2 Is -
Q100--LATB3-6
HEADING LINE No 3 IS -
JN 126-2013 wli lat6.wsw
W S P G W PAGE NO 2
WATER SURFACE PROFILE ELEMENT CARD LISTING
ELEMENT NO I IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
1004.950 1658.920 6 1659.300
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1021.210 1663.390 6 .013 .000 .000 .000 0
ELEMENT NO 3 IS A WALL ENTRANCE
U/S DATA STATION INVERT SECT FP
1021.210 1663.390 7 .500
ELEMENT NO 4 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
1021.210 1663.390 7 1668.890
Jr I f I f I jr I If I *Tl jr- I f -11 f" I V V a I W" -1 J, -'l f 'i t'l ar'll 1[, -1 a j
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-6
T3 JN 126-2013 wli
so 1004.9501658.920 6
R 1021.2101663.390 6
WE 1021.2101663.390 7
SH 1021.2101663.390 7
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 5.500
CD 8 3 0 .000 8.540
Q 5.200 .0
lat6.wsw
013
500
1659.300
.000 .000 0
1668.890
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
21.000
.000
.000
.00
28.000
.000
.000
.00
t'"19191 &I *I Ult-1 tv U1 W'l firl rl fill ts 9,14192
FILE: latS.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE I
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 4-14-2005 Time: 4:23:42
CITRUS AVE SD -LINE B3
Q100--LATB3-8
JN 126-2013 wli lat8.wsw
I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaliFlow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1007.870 1671.970 3.230 1675.200 30.60 4.33 .29 1675.49 .00 1.79 .00 3.000 .000 .00 0 .0
4.000 .0200 .0021 .01 3.23 .00 1.18 .013 .00 .00 PIPE
1011.870 1672.050 3.158 1675.208 30.60 4.33 .29 1675.50 .00 1.79 .00 3.000 .000 .00 0 .0
10.788 .0198 .0021 .02 .00 .00 1.18 .013 .00 .00 PIPE
1022.658 1672.263 3.000 1675.263 30.60 4.33 .29 1675.55 3.00 1.79 .00 3.000 .000 .00 0 .0
6.922 .0198 .0020 .01 3.00 .00 1.18 .013 .00 .00 PIPE
1029.580 1672.400 2.866 1675.266 30.60 4.40 .30 1675.57 .03 1.79 1.24 3.000 .000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
Ul rl C-1 W1 wl Irl ul rl fl *3 as wl r'l wl a's as US 61-2 r'll
FILE: lat8.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
4-14-2005
Time: 4:23:34
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0 6.000
CD
2
4
0 5.000
CD
3
4
0 4.000
CD
4
4
0 3.000
CD
5
4
0 2.500
CD
6
4
0 2.000
CD
7
3
0 .000 8.000 28.000
.000 .000 .00
CD
8
3
0 .000 8.540 28.000
.000 .000 .00
W S P G W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE SD -LINE B3
HEADING
LINE
NO
2
IS
-
Q100--LATB3-8
HEADING
LINE
NO
3
IS
-
JN 126-2013
wli lat8.wsw
W S P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1007.870 1671.970
4
1675.200
ELEMENT
NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1011.870 1672.050
4 .013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1029.580 1672.400
4 .013
22.500
45.098
.000
0
ELEMENT
NO
4
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1029.580 1672,400
4
1683.500
r, I Ul 91, 1 r I r I f", I r 1 9 1 9 1 U 1 9 1 9 1 9 1 w I a I t I a 1 9 1 a I
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-8
T3 JN 126-2013 wli
so 1007.8701671.970 4
R 1011.8701672.050 4
R 1029.5801672.400 4
SH 1029.5801672.400 4
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 8.000
CD 8 3 0 .000 8.540
Q 30.600 .0
lat8.wsw
1675.200
.013
.013
1683.5000
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
28.000 .000 .000 .00
28.000 .000 .000 .00
.000 .000 0
45.098 .000 0
f- I r I f �'l r I r I r- I V 1 9 '1 f -1 fl -1 a I ff I r I r' I a 1 9-1 1 1 1 t, I f 2
FILE: lat9.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 5-18-2005 Time: 6:45:35
CITRUS AVE SD -LINE B3
Q100--LATB3-9
JN 126-2013 wli lat9.wsw
Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj ]No Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL JPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1013.080 1679.040 4.160 1683.200 56.30 5.85 .53 1683.73 .00 2.35 .00 3,500 .000 .00 0 .0
14.730 .0204 .0031 .05 4.16 .00 1.52 .013 .00 .00 PIPE
1027.810 1679.340 3.906 1683.246 56.30 5.85 .53 1683.78 .00 2.35 .00 3.500 .000 .00 0 .0
10.730 .0233 .0031 .03 .00 .00 1.47 .013 .00 .00 PIPE
1038.540 1679.590 3.748 1683.338 56.30 5.85 .53 1683.87 .00 2.35 .00 3.500 .000 .00 0 .0
7.290 .0206 .0031 .02 3.75 .00 1.52 .013 .00 .00 PIPE
1045.830 1679.740 3.621 1683.361 56.30 5.85 .53 1683.89 .00 2.35 .00 3.500 .000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
f 1 9 1 9 1 t I f I U I, t I I , I r I f I g I f I r I f, I f �j f I I I c I t- I
FILE: lat9.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
5-18-2005
Time: 6:45:27
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT I BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 6.000
CD 2
4
0 5.000
CD 3
4
0 4.000
CD 4
4
0 3.500
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 7
3
0 .000 8.000 28.000
.000 .000 .00
CD 8
3
0 .000 8.540 28.000
.000 .000 .00
W S P G W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
CITRUS AVE SD -LINE B3
HEADING LINE
NO
2 IS
-
Q100--LATB3-9
HEADING LINE
NO
3 IS
-
JN 126-2013
wli lat9.wsw
W S P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1013.080 1679.040
4
1683.200
ELEMENT NO
2
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1027.810 1679.340
4 .013
.000
.000
.000
0
ELEMENT NO
3
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1038.540 1679.590
4 .013
22.500
27.324
.000
0
ELEMENT NO
4
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1045.830 1679.740
4 .013
.000
.000
.000
0
ELEMENT NO
5
IS A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1045.830 1679.740
4
t 'I r I f-: I W .1 9 1 ul t"l r"l r I t's t I a I Ir I r I ff I r I 1 9 1 Cl r I
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-9
T3 JN 126-2013 wli
so 1013.0801679.040 4
R 1027.8101679.340 4
R 1038.5401679.590 4
R 1045.8301679.740 4
SH 1045.8301679.740 4
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.500
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 8.000
CD 8 3 0 .000 8.540
Q 56.300 .0
lat9.wsw
1683.200
.013 .000
.013 27.324
.013 .000
16992500
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
28.000 .000 .000 .00
28.000 .000 .000 .00
.000 0
.000 0
.000 0
9- 1 t I C a 91 1 If I C-1 U I Ul w 1 9-1-3 f 1 5 1 a' I a I I, j a 1 9 1 a 1 91
FILE: latlO.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
1
Program Package
Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:30:42
CITRUS AVE SD -LINE B3
Q100--LATB3-10
JN 126-2013
wli
latlO.wsw
Invert I
Depth
I Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I 'IN" I X-Fallj
ZR
IType
Ch
1004.600
1682.610
.296
1682.906
4.40
15.19
3.58
1686.49
.00
.74
1.42
2.000
.000
.00
0
.0
2.832
.2667
.1586
.45
.30
5.93
.27
.013
.00
.00
PIPE
1007.432
1683.365
.305
1683.670
4.40
14.48
3.26
1686.93
.00
.74
1.44
2.000
.000
.00
0
.0
2.223
.2667
.1385
.31
.31
5.55
.27
.013
.00
.00
PIPE
1009.655
1683.958
.316
1684,274
4.40
13.81
2.96
1687.24
.00
.74
1.46
2.000
.000
.00
0
.0
1.778
.2667
.1209
.22
.32
5.21
.27
.013
.00
.00
PIPE
1011.433
1684.432
.326
1684.758
4.40
13.17
2.69
1687.45
.00
.74
1.48
2.000
.000
.00
0
.0
1.450
.2667
.1056
.15
.33
4.88
.27
.013
.00
.00
PIPE
1012.883
1684.819
.337
1685.156
4.40
12.55
2.45
1687.60
.00
.74
1.50
2.000
.000
.00
0
.0
1.211
.2667
.0922
.11
.34
4.57
.27
.013
.00
.00
PIPE
1014.094
1685.142
.348
1685.490
4.40
11.97
2.22
1687.71
.00
.74
1.52
2.000
.000
.00
0
.0
1.022
.2667
.0805
.08
.35
4.28
.27
.013
.00
.00
PIPE
1015.116
1685.415
.360
1685.775
4.40
11.41
2.02
1687.80
.00
.74
1.54
2.000
.000
.00
0
.0
.875
.2667
.0703
.06
.36
4.02
.27
.013
.00
.00
PIPE
1015.991
1685.648
.372
1686.020
4.40
10.88
1.84
1687.86
.00
.74
1.56
2.000
.000
.00
0
.0
.751
.2667
.0614
.05
.37
3.76
.27
.013
.00
.00
PIPE
1016.742
1685.848
.385
1686.233
4.40
10.37
1.67
1687.90
.00
.74
1.58
2.000
.000
.00
0
.0
.652
.2667
.0537
.04
.39
3.53
.27
.013
.00
.00
PIPE
t"I t's 9- 1 t, I r I F1 r1l " If I f I f, I a 2 ff I f- I a I a I a I t, I f I
FILE: lat10.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:30:42
CITRUS AVE SD -LINE B3
Q100--LATB3-10
JN 126-2013
wli
latlO.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
lCriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType
Ch
1017.394
1686.022
.398
1686.420
4.40
9.89
1.52
1687.94
.00
.74
1.60
2.000
.000
.00
0
.0
.569
.2667
.0469
.03
.40
3.30
.27
.013
.00
.00
PIPE
1017.963
1686.174
.411
1686.585
4.40
9.43
1.38
1687.97
'00
.74
1.62
2.000
.000
.00
0
.0
.494
.2667
.0410
.02
.41
3.09
.27
.013
.00
.00
PIPE
1018.458
1686.306
.425
1686.731
4.40
8.99
1.26
1687.99
.00
.74
1.64
2.000
.000
.00
0
.0
.429
.2667
.0358
.02
.43
2.90
.27
.013
.00
.00
PIPE
1018.887
1686.420
.440
1686.860
4.40
8.57
1.14
1688.00
.00
.74
1.66
2.000
.000
.00
0
.0
.377
.2667
.0313
.01
.44
2.72
.27
.013
.00
.00
PIPE
1019.264
1686.521
.455
1686.976
4.40
8.18
1.04
1688.01
.00
.74
1.68
2.000
.000
.00
0
.0
.327
.2667
.0274
.01
.46
2.54
.27
.013
.00
.00
PIPE
1019.592
1686.608
.471
1687.079
4.40
7.79
.94
1688.02
.00
.74
1.70
2.000
.000
.00
0
.0
.28"7
.2667
.0240
.01
.47
2.38
.27
.013
.00
.00
PIPE
1019.879
1686.685
.487
1687.172
4.40
7.43
.86
1688.03
.00
.74
1.72
2.000
.000
.00
0
.0
.252
.2667
.0209
.01
.49
2.23
.27
.013
.00
.00
PIPE
1020.131
1686.752
.503
1687.255
4.40
'7. 09
.78
1688.04
.00
.74
1.74
2.000
.000
.00
0
.0
.213
.2667
.0183
.00
.50
2.09
.27
.013
.00
.00
PIPE
1020.344
1686.809
.521
1687.330
4.40
6.76
.71
1688.04
.00
.74
1.76
2.000
.000
.00
0
.0
.185
.2667
.0160
.00
.52
1.96
.27
.013
.00
.00
PIPE
a I *
2 r
I
I
I I
If I
a 1
9 1
a I
I I
I I
I I
a I
a
I t I &A
FILE: latlO.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
3
Program Package
Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:30:42
CITRUS AVE SD -LINE
B3
Q100--LATB3-10
JN 126-2013
wli
latlO.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtl
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTjor
I.D.1
ZL
IPrs/Pip
L/Elem JCh Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorM
Dp
I "N" I
X-Fallj
ZR
IType
Ch
1020.529
1686.858
.539
1687.397
4.40
6.44
.64
1688.04
.00
.74
1.77
2.000
.000
.00
0
.0
.161
.2667
.0140
.00
.54
1.83
.27
.013
.00
.00
PIPE
1020.690
1686.901
.557
1687.458
4.40
6.14
.59
1688.04
.00
.74
1.79
2.000
.000
.00
0
.0
.131
.2667
.0123
.00
56
1.71
.27
.013
.00
.00
PIPE
1020.821
1686.936
.577
1687.513
4.40
5.86
.53
1688.05
.00
.74
1.81
2.000
.000
.00
0
.0
.111
.2667
.0107
.00
.58
1.60
.27
.013
.00
.00
PIPE
1020.932
1686.966
.597
1687.563
4.40
5.58
.48
1688.05
.00
.74
1.83
2.000
.000
.00
0
.0
.089
.2667
.0094
.00
.60
1.50
.27
.013
.00
.00
PIPE
1021.021
1686.990
.618
1687.608
4.40
5.32
.44
1688.05
.00
.74
1.85
2.000
.000
.00
0
.0
.070
.2667
.0082
.00
.62
1.40
.27
.013
.00
.00
PIPE
1021.091
1687.008
.640
1687.648
4.40
5.08
.40
1688.05
.00
.74
1.87
2.000
.000
.00
0
.0
.055
.2667
.0072
.00
.64
1.31
.27
.013
.00
.00
PIPE
1021.146
1687.023
.662
1687.685
4.40
4.84
.36
1688.05
.00
.74
1.88
2.000
.000
.00
0
.0
.035
.2667
.0063
.00
.66
1.23
.27
.013
.00
.00
PIPE
1021.181
1687.032
.686
1687.718
4.40
4.61
.33
1688,05
.00
.74
1.90
2.000
.000
.00
0
.0
.023
.2667
.0055
.00
.69
1.15
.27
.013
.00
.00
PIPE
1021.204
1687.038
.710
1687.749
4.40
4.40
.30
1688.05
.00
.74
1.91
2.000
.000
.00
0
.0
.006
.2667
.0048
.00
.71
1.07
.27
.013
.00
.00
PIPE
f I I I I � I r 1 9' 1 F, I a I tl,- I w 1 9 11 9 1 a 1 9 1 a I r I I U'l t I a - I 1 -3
FILE: latlO.WSW
W S P
G W -
CIVILDESIGN Version 14.01
PAGE 4
Program Package Serial Number: 1296
WATER
SURFACE PROFILE LISTING
Date: 5-18-2005
Time:
3:30:42
CITRUS AVE SD -LINE B3
Q100--LATB3-10
JN 126-2013
wli
latlo.wsw
I Invert I
Depth I Water I Q I
Vel
Vel I Energy I Super
ICriticalIFlow ToplHeight/lBase
WtI
INo Wth
Station I Elev I
(FT) I Elev I (CFS) I
(FPS)
Head I Grd.El.1 Elev
I Depth I Width
IDia.-FTIor I.D.1
ZL
IPrs/Pip
L/Elem ICh Slope I
I I I
SF Avel HF ISE DpthIFroude
NINorm Dp
I "N" I X-Fallj
ZR
IType Ch
1021.210 1687.040
.737 1687.777 4.40
4.19
.27 1688.05 .00
.74 1.93
2.000 .000
.00
0 .0
WALL ENTRANCE
I
1021.210 1687.040
1.133 1688.173 4.40
.18
.00 1688.17 .00
.11 21.00
5.500 21.000
.00
0 .0
a I f 1 9 1 1 1 r I f I a 1 9 1 9 1 CA r 1 9 1 f 1 9 1 r I a I I I 1 3
FILE: latlO.WSW W S 2 G W - EDIT LISTING - Version 14.01 Date: 5-18-2005 Time: 3:30:34
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 0 6.000
CD 2 4 0 5.000
CD 3 4 0 4.000
CD 4 4 0 3.000
CD 5 4 0 2.500
CD 6 4 0 2.000
CD 7 3 0 .000 5.500 21.000 .000 .000 .00
CD 8 3 0 .000 8.540 28.000 .000 .000 .00
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
CITRUS AVE SD -LINE B3
HEADING LINE NO 2 IS -
Q100--LATB3-10
HEADING LINE NO 3 IS -
JN 126-2013 wli latIO.wsw
W S P G W PAGE NO 2
WATER SURFACE PROFILE ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
1004.600 1682.610 6 1684.100
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1021.210 1687.040 6 .013 .000 '000 .000 0
ELEMENT NO 3 IS A WALL ENTRANCE
U/S DATA STATION INVERT SECT FP
1021.210 1687.040 7 .500
ELEMENT NO 4 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
1021.210 1687.040 7 1692.540
r I t I t I U I a I a 1 9 1 9' 1 9 1 9 1 a A a I a I f I t I a I a I t I a I
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-10
T3 JN 126-2013 wli latlO.wsw
so 1004.6001682.610 6 1684.100
R 1021.2101687.040 6 .013 .000 .000 0
WE 1021.2101687.040 7 .500
SH 1021.2101687.040 7 1692.540
CD 1 4 0 .000 6.000 .000 .000 .000 .00
CD 2 4 0 .000 5.000 .000 .000 .000 .00
CD 3 4 0 .000 4.000 .000 .000 .000 .00
CD 4 4 0 .000 3.000 .000 .000 .000 .00
CD 5 4 0 .000 2.500 .000 .000 .000 .00
CD 6 4 0 .000 2.000 .000 .000 .000 .00
CD 7 3 0 .000 5.500 21.000 .000 .000 .00
CD 8 3 0 .000 8.540 28.000 .000 .000 .00
Q 4.400 .0
I ff , I ff I I F-1 U-1 WA F- I r' * I ff, I V I r I ff, �, I ff I F I F4 1 9, -1 F I I
FILE: LAT11.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
1
Program Package
Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:49:51
CITRUS AVE SD -LINE B3
Q100--LATB3-11
JN 126-2013
wli
latll.wsw
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtl
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE DpthlFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1004.710
1682.020
2.780
1684.800
4.00
1.27
.03
1684.83
.00
.70
.00
2.000
.000
.00
0
.0
10.620
.0056
.0003
.00
2.78
.00
.66
.013
.00
.00
PIPE
1015.330
1682.080
2.723
1684.803
4.00
1.27
.03
1684.83
.00
.70
.00
2.000
.000
.00
0
.0
36.060
.0044
.0003
.01
.00
.00
.70
.013
.00
.00
PIPE
1051.390
1682.240
2.578
1684.818
4.00
1.27
.03
1684.84
.00
.70
.00
2.000
.000
.00
0
.0
14.260
.0063
.0003
.00
2.58
.00
.64
.013
.00
.00
PIPE
1065.650
1682.330
2.493
1684.823
4.00
1.27
.03
1684.85
.00
.70
.00
2.000
.000
.00
0
.0
1.730
.2852
.0003
.00
2.49
.00
.25
.013
.00
'.00
PIPE
1067.380
1682.823
2.000
1684.823
4.00
1.27
.03
1684.85
.00
.70
.00
2.000
.000
.00
0
.0
.640
.2852
.0003
.00
2.00
.00
.25
.013
.00
.00
PIPE
1068.020
1683.006
1.814
1684.820
4.00
1.34
.03
1684.85
.00
.70
1.16,
2.000
.000
.00
0
.0
.369
.2852
.0003
.00
1.81
.15
.25
.013
.00
.00
PIPE
1068.389
1683.111
1.706
1684.817
4.00
1.40
.03
1684.85
.00
.70
1.42
2.000
.000
.00
0
.0
.298
.2852
.0003
.00
1.71
.17
.25
.013
.00
.00
PIPE
1068.688
1663.196
1.618
1684.814
4.00
1.47
.03
1684.85
.00
.70
1.57
2.000
.000
.00
0
.0
.262
.2852
.0003
.00
1.62
.20
.25
.013
.00
.00
PIPE
1068.950
1683.271
1.540
1684.811
4.00
1.54
.04
1684.65
.00
70
1.68
2.000
.000
.00
0
.0
.233
.2852
.0004
.00
1.54
.22
.25
.013
.00
.00
PIPE
"I U-1 W-1
I
r-1
r"I
r I
a A
F-1
FILE: LAT11.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 2
Program Package
Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:49:51
CITRUS AVE SD -LINE
B3
Q100--LATB3-11
JN 126-2013
wli
latll.wsw
Invert I
Depth I Water I
Q
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
1 Depth
I Width
IDia.-FTjor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
N[Norm Dp,
I 'IN"
I X-Fallj
ZR
IType Ch
1069.182
1683.337
1.470 1684.807
4.00
1.62
.04
1684.85
.00
.70
1.77
2.000
.000
.00
0 .0
.211
.2852
.0004
.00
1.47
.24
.25
.013
.00
.00
PIPE
1069.393
1683.397
1.406 1684.804
4.00
1.69
.04
1684.85
.00
.70
1.83
2.000
.000
.00
0 .0
.195
.2852
.0005
.00
1.41
.26
.25
.013
.00
.00
PIPE
1069.588
1683.453
1.346 1684.799
4.00
1.78
.05
1684.85
.00
.70
1.88
2.000
.000
'00
0 .0
.176
.2852
.0005
.00
1.35
.29
.25
.013
.00
.00
PIPE
1069.764
1683.503
1.291 1684.794
4.00
1.86
.05
1684.85
.00
.70
1.91
2.000
.000
.00
0 .0
.164
.2852
.0006
.00
1.29
.31
.25
.013
.00
.00
PIPE
1069.928
1683.550
1.239 1684.789
4.00
1.96
.06
1684.85
.00
.70
1.94
2.000
.000
.00
0 .0
.148
.2852
.0007
.00
1.24
.34
.25
.013
.00
.00
PIPE
1070.076
1683.592
1.191 1684.783
4.00
2.05
.07
1684.85
.00
.70
1.96
2.000
.000
.00
0 .0
1070.077
1683.593
1.191 1684.784
4.00
2.05
.07
1684.85
.00
.70
1.96
2.000
.000
.00
0 .0
HYDRAULIC
JUMP
1070.077
1683.593
.380 1683.973
4.00
9.62
1.44
1685.41
.00
.70
1.57
2.000
.000
.00
0 .0
.473
.2852
.0470
.02
.38
3.29
.25
.013
.00
.00
PIPE
1070.550
1683.727
.393 1684.120
4.00
9.17
1.31
1685.43
.00
.70
1.59
2.000
.000
.00
0 .0
.433
.2852
.0410
.02
.39
3.09
.25
.013
.00
.00
PIPE
1070.983
1683.851
.406 1684.257
4.00
8.74
1.19
1685.44
.00
.70
1.61
2.000
.000
.00
0 .0
.377
.2852
.0358
.01
.41
2.89
.25
.013
.00
.00
PIPE
FILE: LAT11.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 3
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:49:51
CITRUS AVE SD -LINE B3
Q100--LATB3-11
JN 126-2013
wli
latll.wsw
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
wti
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth I
width
IDia.-FTIor
I.D.1
ZL
Prs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType Ch
1071.359
1683.958
.420
1684.378
4.00
8.34
1.08
1685.46
.00
.70
1.63
2.000
.000
.00
0 .0
.331
.2852
.0313
.01
.42
2.71
.25
.013
.00
.00
PIPE
1071.691
1684.053
.434
1684,487
4.00
7.95
.98
1685.47
.00
.70
1.65
2.000
.000
.00
0 .0
.288
.2852
.0274
.01
.43
2.54
.25
.013
.00
.00
PIPE
1071.979
1684.135
.449
1684.584
4.00
7.58
.89
1685.48
.00
.70
1.67
2.000
.000
.00
0 .0
.253
.2852
.0239
.01
.45
2.38
.25
.013
.00
.00
PIPE
1072.232
1684.207
.464
1684.671
4.00
7.23
.81
1685.48
.00
.70
1.69
2.000
.000
.00
0 .0
.218
.2852
.0209
.00
46
2.22
.25
.013
.00
.00
PIPE
1072.450
1684.269
.480
1684.749
4.00
6.89
.74
1685.49
.00
.70
1.71
2.000
.000
.00
0 .0
.191
.2852
.0183
.00
.48
2.08
.25
.013
.00
.00
PIPE
1072.641
1684.324
.496
1684.820
4.00
6.57
.67
1685.49
.00
.70
1.73
2.000
.000
.00
0 .0
.159
.2852
.0160
.00
.50
1.95
.25
.013
.00
.00
PIPE
1072.801
1684.369
.514
1684.883
4.00
6.26
.61
1685.49
.00
.70
1.75
2.000
.000
.00
0 .0
.142
.2852
.0140
.00
.51
1.83
.25
.013
.00
.00
PIPE
1072.942
1684.410
.531
1684.941
4.00
5.97
.55
1685.49
.00
.70
1.77
2.000
.000
.00
0 .0
.115
.2852
.0122
.00
.53
1.71
.25
.013
.00
.00
PIPE
1073.057
1684.442
.550
1684.992
4.00
5.69
.50
1685.50
.00
.70
1.79
2.000
.000
.00
0 .0
.098
.2852
.0107
.00
.55
1.60
.25
.013
.00
.00
PIPE
ff"I WA Ir"a Ir -'11 9,11 we'l ri r,,,l Irl Ir."A r -,j wl w�l vi rl Iry orl Ir
FILE: LAT11.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 4
Program Package
Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:49:51
CITRUS AVE SD -LINE B3
Q100--LATB3-1l
JN 126-2013
wli
latll.wsw
Invert
I Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm.
Dp
I "N"
I X-Falli
ZR
IType Ch
1073.155
1684.470
.569
1685.039
4.00
5.43
.46
1685.50
.00
.70
1.80
2.000
.000
.00
0 .0
.078
.2852
.0094
.00
.57
1.50
.25
.013
.00
.00
PIPE
1073.233
1684.492
.589
1685.082
4.00
5.18
.42
1685.50
.00
.70
1.82
2.000
.000
.00
0 .0
.064
.2852
.0082
.00
.59
1.40
.25
.013
.00
.00
PIPE
1073.297
1684.511
.609
1685.120
4.00
4.94
.38
1685.50
.00
.70
1.84
2.000
.000
.00
0 .0
.045
.2852
.0072
.00
.61
1.31
.25
.013
.00
.00
PIPE
1073.342
1684.523
.631
1685.155
4.00
4.71
.34
1685.50
.00
.70
1.86
2.000
.000
.00
0 .0
.033
.2852
.0063
.00
.63
1.23
.25
.013
.00
.00
PIPE
1073.375
1684.533
.653
1685.186
4.00
4.49
.31
1685.50
.00
.70
1.88
2.000
.000
.00
0 .0
.019
.2852
.0055
.00
.65
1.15
.25
.013
.00
.00
PIPE
1073.394
1684.538
.676
1685.215
4.00
4.28
.28
1685.50
.00
.70
1.89
2.000
.000
.00
0 .0
.006
.2852
.0048
.00
.68
1.07
.25
.013
.00
.00
PIPE
1073.400
1684.540
.701
1685.241
4.00
4.07
.26
1685.50
.00
.70
1.91
2.000
.000
.00
0 .0
WALL ENTRANCE
1073.400
-I-
1684.540
-I-
1.075
-I-
1685.615
-I-
4.00
-I-
.18
-I-
.00
-I-
1685.62
-I-
.00
-I-
.10
-I-
21.00
-I-
8.000
-I-
21.000
-I-
.00
0 .0
I-
I t I Ul r 1 9 1 f -I ff � I
FILE: LAT11.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
5-18-2005
Time: 3:49:43
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(J) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 6.000
CD 2
4
0 5.000
CD 3
4
0 4.000
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 7
3
0 .000 8.000 21.000
.000
.000 .00
CD 8
3
0 .000 8.540 28.000
.000
.000 .00
W S
P G W
PAGE NO
I
WATER SURFACE PROFILE -
TITLE
CARD LISTING
HEADING LINE
NO
I
IS
-
CITRUS AVE SD -LINE B3
HEADING LINE
NO
2
IS
-
Q100--LATB-3--1-1-1
HEADING LINE
NO
3
IS
-
JN 126-2013
wli
latll.wsw
W S
P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT
CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1004.710 1682.020
6
1684.800
ELEMENT NO
2
IS
A
REACH
----------
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1015.330 1682.080
6
.013
.000
.000
.000
0
ELEMENT NO
3
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1051.390 1682.240
6
.013
45.000
45.913
.000
0
ELEMENT NO
4
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1065.650 1682.330
6
.013
.000
.000
.000
0
ELEMENT NO
5
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1073.400 1684.540
6
.013
.000
.000
.000
0
ELEMENT NO
6
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1073.400 1684.540
7
.500
ELEMENT NO
7
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1073.400 1684.540
7
1692.540
r -,-i v"i w -i ir-i w i w -v r i r,,i u, I U, I F", I F"', I r -- I r , I r I u I it I W, �, I u i
Tl CITRUS AVE SD -LINE B3
T2 Q100--LATB3-11
T3 JN 126-2013 wli latll.wsw
so 1004.7101682.020 6 1684.800
R 1015.3301682.080 6 .013
R 1051.3901682.240 6 .013
R 1065.6501682.330 6 .013
R 1073.4001684.540 6 .013
WE 1073.4001684.540 7 .500
SH 1073.4001684.540 7 1692.540
CD 1 4 0 .000 6.000 .000 .000 .000 .00
CD 2 4 0 .000 5.000 .000 .000 .000 .00
CD 3 4 0 .000 4.000 .000 .000 .000 .00
CD 4 4 0 .000 3.000 .000 .000 .000 .00
CD 5 4 0 .000 2.500 .000 .000 .000 .00
CD 6 4 0 .000 2.000 .000 .000 .000 .00
CD 7 3 0 .000 8.000 21.000 .000 .000 .00
CD 8 3 0 .000 8.540 28.000 .000 .000 .00
Q 4.000 .0
.000
.000 0
45.913
.000 0
.000
.000 0
.000
.000 0
I r
FILE: latcl.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 3-18-2005
Time:
3:54:44
CITRUS AVE SD -LINE C
Q100--LATcl
-JN 126-2013
wli
latcl.wsw
I Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
lPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE DpthlFroude
NINorm Dp
I "NTT I X-Fallj
ZR
IType
Ch
1002.860
1700.890
1.510
1702.400
4.40
1.73
.05
1702.45
.00
.74
1.72
2.000
.000
.00
0
.0
.673
.0945
.0005
.00
1.51
.25
.34
.013
.00
.00
PIPE
1003,533
1700.954
1.442
1702.396
4.40
1.81
.05
1702.45
.00
.74
1.79
2.000
.000
.00
0
.0
.606
.0945
.0005
.00
1.44
.27
.34
.013
.00
.00
PIPE
1004.138
1701.011
1.380
1702.391
4.40
1.90
.06
1702.45
.00
.74
1.85
2.000
.000
.00
0
.0
.478
.0945
.0006
.00
1.38
.30
.34
.013
.00
.00
PIPE
1004.617
1701.056
1.323
1702.379
4.40
1.99
.06
1702.44
.00
.74
1.89
2.000
.000
.00
0
.0
HYDRAULIC
JUMP
1004.617
1701.056
.368
1701.424
4.40
11.08
1.91
1703.33
.00
.74
1.55
2.000
.000
.00
0
.0
4.593
.0945
.0646
.30
.37
3.86
.34
.013
.00
.00
PIPE
1009.210
1701.490
.381
1701.871
4.40
10.54
1.72
1703.60
.24
.74
1.57
2.000
.000
.00
0
.0
2.749
.0948
.0571
.16
.62
3.60
.34
.013
.00
.00
PIPE
1011.958
1701.751
.390
1702.141
4.40
10.18
1.61
1703.75
.23
.74
1.58
2.000
.000
.00
0
.0
3.029
.0948
.0508
.15
.62
3.43
.34
.013
.00
.00
PIPE
1014.987
1702.038
.403
1702.441
4.40
9.70
1.46
1703.90
.21
.74
1.60
2.000
.000
.00
0
.0
2.360
.0948
.0444
.10
.61
3.22
.34
.013
.00
.00
PIPE
1017.347
1702.262
.417
1702.679
4.40
9.25
1.33
1704.01
.19
.74
1.63
2.000
.000
.00
0
.0
1.908
.0948
.0388
.07
.61
3.01
.34
.013
.00
.00
PIPE
U-1.1 11 A Ir -11 r.4 1 9 �,l " f * I U I " Ir. 2 r 1 5-1 r: I r * r I r �1 f, , I W, I r-, I
FILE: latcl.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
2
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
3:54:44
CITRUS AVE SD -LINE C
Q100--LATcl
JN 126-2013
wli
latcl.wsw
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm Dp
I 'IN"
I X-Fallj
ZR
IType
Ch
1019.256
1702.443
.431
1702.874
4.40
8.82
1.21
1704.08
.18
.74
1.64
2.000
.000
.00
0
.0
1.558
.0948
.0340
.05
.61
2.82
.34
.013
.00
.00
PIPE
1020.814
1702.590
.446
1703.036
4.40
8.41
1.10
1704.14
.16
.74
1.67
2.000
.000
.00
0
.0
1.303
.0948
.0297
.04
.61
2.64
.34
.013
.00
.00
PIPE
1022.116
1702.714
.461
1703.175
4.40
8.02
1.00
1704.17
.15
.74
1.68
2.000
.000
.00
0
.0
1.086
.0948
.0259
.03
.61
2.48
.34
.013
.00
.00
PIPE
1023.202
1702.817
.477
1703.294
4.40
7.65
.91
1704.20
.14
.74
1.70
2.000
.000
.00
0
.0
.922
.0948
.0227
.02
.61
2.32
.34
.013
.00
.00
PIPE
1024.125
1702.905
.493
1703.398
4.40
7.29
.83
1704.22
.13
.74
1.72
2.000
.000
.00
0
.0
.774
.0948
.0198
.02
.62
2.17
.34
.013
.00
.00
PIPE
1024.899
1702.978
.510
1703.488
4.40
6.95
.75
1704.24
.12
.74
1.74
2.000
.000
.00
0
.0
.648
.0948
.0174
.01
.63
2.03
.34
.013
.00
.00
PIPE
1025.547
1703.039
.528
1703.568
4.40
6.63
.68
1704.25
.11
.74
1.76
2.000
.000
.00
0
.0
.553
.0948
.0152
.01
.64
1.90
.34
.013
.00
.00
PIPE
1026.099
1703.092
.546
1703.638
4.40
6.32
.62
1704.26
.10
.74
1.78
2.000
.000
.00
0
.0
.458
.0948
.0133
.01
.64
1.78
.34
.013
.00
.00
PIPE
1026.558
1703.135
.565
1703.700
4.40
6.03
.56
1704.26
.09
.74
1,80
2.000
.000
.00
0
.0
.376
.0948
.0116
.00
.66
1.67
.34
.013
.00
.00
PIPE
FILE: latcl.WSW
W S P
G W - CIVILDESIGN
Version
14.01
PAGE 1
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
7: 8:51
CITRUS AVE SD -LINE C
Q100--LATcl
jN 1-29-2013
wli
latcl.wsw
Invert
I Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/[Base
Wtj
INo Wth
Station
I Elev
I (FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I 'IN"
I X-Fallj
ZR
IType Ch
1006.710
1701.500
.388
1701.888
4.40
10.29
1.64
1703.53
.00
.74
1.58
2.000
.000
.00
0 .0
2.500
.0800
.0544
.14
.39
3.49
.36
.013
.00
.00
PIPE
1009.210
1701.700
.393
1702.093
4.40
10.08
1.58
1703.67
.22
.74
1.59
2.000
.000
.00
0 .0
2.979
.0832
.0501
.15
.62
3.39
.35
.013
.00
.00
PIPE
1012,189
1701.948
.403
1702.351
4.40
9.70
1.46
1703.81
.21
.74
1.60
2.000
.000
.00
0 .0
3.069
.0832
.0444
.14
.61
3.22
.35
.013
.00
.00
PIPE
1015.258
1702.203
.417
1702.620
4.40
9.25
1.33
1703.95
.19
.74
1.63
2.000
.000
.00
0 .0
2.409
.0832
.0388
.09
.61
3.01
.35
.013
.00
.00
PIPE
1017.667
1702.404
.431
1702.835
4.40
8.82
1.21
1704.04
.18
.74
1.64
2.000
.000
.00
0 .0
1.927
.0832
.0340
.07
.61
2.82
.35
.013
.00
.00
PIPE
1019.594
1702.564
.446
1703.010
4.40
8.41
1.10
1704.11
.16
.74
1.67
2.000
.000
.00
0 .0
1.586
.0832
.0297
.05
.61
2.64
.35
.013
.00
.00
PIPE
1021.180
1702.696
.461
1703.157
4.40
8.02
1.00
1704.16
.15
.74
1.68
2.000
.000
.00
0 .0
1.307
.0832
.0259
.03
.61
2.48
.35
.013
.00
.00
PIPE
1022.487
1702.805
.477
1703.282
4.40
7.65
.91
1704.19
.14
.74
1.70
2.000
.000
.00
0 .0
1.100
.0632
.0227
.02
.61
2.32
.35
.013
.00
.00
PIPE
1023.587
1702.896
.493
1703.389
4.40
7.29
.83
1704.21
.13
.74
1.72
2.000
.000
.00
0 .0
.916
.0832
.0198
.02
.62
2.17
.35
.013
.00
.00
PIPE
r " I r I r I r, It r`l "1 #1 11r.1 U11 IVI Ir-, �2 9- 1 ir-.:11 u.4 * if , I rt r , I w -, I f, I
FILE: latcl.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
7: 8:51
CITRUS
AVE SD -LINE C
Q100--LATcl
JN 126-2013
wli
latcl.wsw
Invert
I Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType Ch
1024.503
1702.972
.510
1703.482
4.40
6.95
.75
1704.23
.12
.74
1.74
2.000
.000
.00
0 .0
.763
.0832
.0174
.01
.63
2.03
.35
.013
.00
.00
PIPE
1025.266
1703.036
.528
1703.564
4.40
6.63
.68
1704.25
.11
.74
1.76
2.000
.000
.00
0 .0
.647
.0832
.0152
.01
.64
1.90
.35
.013
.00
.00
PIPE
1025.913
1703.090
.546
1703.636
4.40
6.32
.62
1704.26
.10
.74
1.78
2.000
.000
.00
0 .0
.535
.0832
.0133
.01
.64
1.78
.35
.013
.00
.00
PIPE
1026.448
1703.134
.565
1703.699
4.40
6.03
.56
1704.26
.09
.74
1.80
2.000
.000
.00
0 .0
.437
.0832
.0116
.01
.66
1.67
.35
.013
.00
.00
PIPE
1026.885
1703.170
.585
1703.755
4.40
5.75
.51
1704.27
.08
.74
1.82
2.000
.000
.00
0 .0
.355
.0832
.0102
.00
.67
1.56
.35
.013
.00
.00
PIPE
1027.240
1703.200
.606
1703.806
4.40
5.48
.47
1704.27
.00
.74
1.84
2.000
.000
.00
0 .0
13.269
.0101
.0091
.12
.61
1.46
.60
.013
.00
.00
PIPE
1040.509
1703.335
.618
1703.953
4.40
5.32
.44
1704.39
.00
.74
1.85
2.000
.000
.00
0 .0
9.410
.0101
.0082
.08
.62
1.40
.60
.013
.00
.00
PIPE
1049.918
1703.430
.640
1704.070
4.40
5.08
.40
1704.47
.00
.74
1.87
2.000
.000
.00
0 .0
4.894
.0101
.0072
.04
.64
1.31
.60
.013
.00
.00
PIPE
1054.812
1703.480
.662
1704.142
4.40
4.84
.36
1704.51
.00
.74
1.88
2.000
.000
.00
0 .0
2.367
.0101
.0063
.01
.66
1.23
.60
.013
.00
.00
PIPE
r A r1111 Irl W�1114 U11, 1r,711 9 1 r�-1 U-1 r", I f f 9 1 W I 9� I f 1 9 1 a I f I I I
FILE: latcl.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 3
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
7: 8:51
CITRUS AVE SD -LINE C
Q100--LATcl
JN 126-2013
wli
latcl.wsw
Invert
I Depth
I Water I
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase Wtj
INo Wth
Station I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor I.D.1
ZL
JPrs/Pip
L/Elem Ich slope
I
I I
I
SF Avel
HF ISE
DpthlFroude
NINorm.
Dp
I 'IN" I X-Fallj
ZR
IType Ch
1057.179 1703.504
.686
1704.190
4.40
4.61
.33
1704.52
.00
.74
1.90
2.000 .000
.00
0 .0
1.314 .0101
.0055
.01
.69
1.15
.60
.013 .00
.00
PIPE
1058.493 1703.517
.710
1704.227
4.40
4.40
.30
1704.53
.00
.74
1.91
2.000 .000
.00
0 .0
.287 .0101
.0048
.00
.71
1.07
.60
.013 .00
.00
PIPE
1058.780 1703.520
.737
1704.257
4.40
4.19
.27
1704.53
.00
.74
1.93
2.000 .000
.00
0 .0
WALL ENTRANCE
1058.780 1703.520
-I- -I-
1.132
-I-
1704.652
-I-
4.40
-I-
.28
-I-
.00
-I-
1704.65
-I-
.00
-I-
.15
-I-
14.00
-I-
5.500 14.000
-I- -I-
.00
0 .0
I-
Vl rl *-I IV' I W'114 WTI rl art w -i r v & * r i r -i t, i r"i u, i ir 's c-�v or�ip
FILE: latcl.WSW
W S P
G W - EDIT LISTING - Version 14.01
Date:
5-18-2005
Time: 7:
8:43
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0 6.000
CD
2
4
0 5.000
CD
3
4
0 4.000
CD
4
4
0 3.000
CD
5
4
0 2.500
CD
6
4
0 2.000
CD
7
3
0 .000 5.500 14.000
.000
.000 .00
CD
8
3
0 .000 8.540 28.000
.000
.000 .00
W S
P G W
PAGE NO
1
WATER SURFACE PROFILE
TITLE
CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE SD -LINE C
HEADING
LINE
NO
2
IS
-
Q100--LATcl
HEADING
LINE
NO
3
IS
-
JN 126-2013
wli
latcl.wsw
W S
P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT
CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1006.710 1701.500
6
1702.400
ELEMENT
NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1009.210 1701.700
6
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1027.240 1703.200
6
.013
22.500
45.913
.000
0
ELEMENT
NO
4
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1058.780 1703.520
6
.013
.000
.000
.000
0
ELEMENT
NO
5
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1058.780 1703.520
7
.500
ELEMENT
NO
6
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1058.780 1703.520
7
1709.020
r'] r I C-1 U I I I r �-v r 'I r- I ir, Irl 911"'s &,I i's Elf - I r - I u I I I
T1 CITRUS AVE SD -LINE C
T2 Q100--LATcl_
T3 JN 126-2013 w1i
so 1006.7101701.500 6
R 1009.2101701.700 6
R 1027.2401703.200 6
R 1058.7801703.520 6
WE 1058.7801703.520 7
SH 1058.7801703.520 7
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 5.500
CD 8 3 0 .000 8.540
Q 4.400 .0
latcl.wsw
1702.400
.013 .000 .000 0
.013 45.913 .000 0
.013 .000 .000 0
.500
1709.020
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
14.000 .000 .000 .00
28.000 .000 .000 .00
U I t--1 r-1 & 1 9111 ri r-1 C-1-1 Ul 911 f1l t�-1 Cl r, I US r I f- 1 9 1
FILE: latc2.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
4:20:50
CITRUS AVE SD -LINE C
Q10Q--LATc2
JN 126-2013
wli
latc2.wsw
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE DpthIFroude
NINorM
Dp
I "N" I X-Fallj
ZR
IType
Ch
1007.480
1700.710
2.490
1703.200
4.00
1.27
.03
1703.23
.00
.70
.00
2.000
.000
.00
0
.0
13.000
.0123
.0003
.00
2.49
.00
.54
.013
.00
.00
PIPE
1020.480
1700.870
2.334
1703.204
4.00
1.27
.03
1703.23
.00
.70
.00
2.000
.000
.00
0
.0
1.642
.2038
.0003
.00
2.33
.00
.27
.013
.00
.00
PIPE
1022.122
1701.205
2.000
1703.205
4.00
1.27
.03
1703.23
.00
.70
.00
2.000
.00
0
.0
.896
.2038
.0003
.00
2.00
.00
.27
.013
.00
.00
PIPE
1023.018
1701.387
1.814
1703.201
4.00
1.34
.03
1703.23
.00
.70
1.16
2.000
.000
.00
0
.0
.517
.2038
.0003
.00
1.81
.15
.27
.013
.00
.00
PIPE
1023.536
1701.493
1.706
1703.199
4.00
1.40
.03
1703.23
.00
.70
1.42
2.000
.000
.00
0
.0
.418
.2038
.0003
.00
1.71
.17
.27
.013
.00
.00
PIPE
1023.953
1701.578
1.618
1703.196
4.00
1.47
.03
1703.23
.00
.70
1.57
2.000
.000
.00
0
.0
.367
.2038
.0003
.00
1.62
.20
.27
.013
.00
.00
PIPE
1024.320
1701.652
1.540
1703.193
4.00
1.54
.04
1703.23
.00
.70
1.68
2.000
.000
.00
0
.0
.326
.2038
.0004
.00
1.54
.22
.27
.013
.00
.00
PIPE
1024. 646
1701.719
1.470
1703.189
4.00
1.62
.04
1703.23
.00
.70
1.77
2.000
.000
.00
0
.0
.295
.2038
.0004
.00
1.47
.24
.27
.013
.00
.00
PIPE
1024.941
1701.779
1.406
1703.185
4.00
1.69
.04
1703.23
.00
.70
1.83
2.000
.000
.00
0
.0
.251
.2038
.0005
.00
1.41
.26
.27
.013
.00
.00
PIPE
FILE: latc2.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
2
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
4:20:50
CITRUS AVE SD -LINE C
Q100--LATc2
JN 126-2013
wli
latc2.wsw
Invert
I Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTjor
I.D.1
ZL
JPrs/Pip
L/Elem
lCh Slope
I I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1025.192
1701.830
1.346
1703.176
4.00
1.78
.05
1703.23
.00
.70
1.68
2.000
.000
.00
0
.0
HYDRAULIC
JUMP
1025.192
1701.830
.322
1702.152
4.00
12.21
2.32
1704.47
.00
.70
1.47
2.000
.000
.00
0
.0
.012
.2038
.0986
.00
.32
4.56
.27
.013
.00
.00
PIPE
1025.204
1701,833
322
1702.155
4.00
12.21
2.31
1704.47
.00
.70
1.47
2.000
.000
.00
0
.0
1.789
.2038
.0923
17
.32
4.56
.27
.013
.00
.00
PIPE
1026.993
1702.197
.333
1702.530
4.00
11.64
2.10
1704.63
.00
.70
1.49
2.000
.000
.00
0
.0
1.464
.2038
.0806
.12
.33
4.27
.27
.013
.00
.00
PIPE
1028.456
1702.495
.344
1702.839
4.00
11.10
1.91
1704.75
.00
.70
1.51
2.000
.000
.00
0
.0
1.221
.2038
.0704
.09
.34
4.00
.27
.013
.00
.00
PIPE
1029.677
1702.744
.355
1703.099
4.00
10.58
1.74
1704.84
.00
.70
1.53
2.000
.000
.00
0
.0
1.026
.2038
.0614
.06
.36
3.75
.27
.013
.00
.00
PIPE
1030.703
1702.953
.367
1703.320
4.00
10.09
1.58
1704.90
.00
.70
1.55
2.000
.000
.00
0
.0
.871
.2038
.0537
.05
.37
3.51
.27
.013
.00
.00
PIPE
1031.574
1703.130
.380
1703.510
4.00
9.62
1.44
1704.95
.00
.70
1.57
2.000
.000
.00
0
.0
.750
.2038
.0469
.04
.38
3.29
.27
.013
.00
.00
PIPE
1032.323
1703.283
.393
1703.676
4.00
9.17
1.31
1704.98
.00
.70
1.59
2.000
.000
.00
0
.0
.650
.2038
.0410
.03
.39
3.09
.27
.013
.00
.00
PIPE
f, I U 1 9 1 lr� Is f"I w, I f I V I * I 1 9, 1 f, 1 9, 1 r- I f, - I r I U I f I t I I I
FILE: latc2.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
3
Program Package Serial Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
4:20:50
CITRUS AVE SD -LINE
C
Q100--LATc2
JN 126-2013
wli
latc2.wsw
I Invert
I Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticaliFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev
I (FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
1 Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm Dp
I "N"
I X-Fallj
ZR
IType
Ch
1032.973
1703.416
.406
1703.822
4.00
8.74
1.19
1705.01
.00
.70
1.61
2.000
.000
.00
0
.0
.559
.2038
.0358
.02
.41
2.89
.27
.013
.00
.00
PIPE
1033.532
1703.530
.420
1703.950
4.00
8.34
1.08
1705.03
.00
.70
1.63
2.000
.000
.00
0
.0
.488
.2038
.0313
.02
.42
2.71
.27
.013
.00
.00
PIPE
1034.020
1703.629
.434
1704.063
4.00
7.95
.98
1705.04
.00
.70
1.65
2.000
.000
.00
0
.0
.421
.2038
.0274
.01
.43
2.54
.27
.013
.00
.00
PIPE
1034.441
1703.715
.449
1704.164
4.00
7.58
.89
1705.06
.00
.70
1.67
2.000
.000
.00
0
.0
.368
.2038
.0239
.01
.45
2.38
.27
.013
.00
.00
PIPE
1034.808
1703.789
.464
1704.254
4.00
7.23
.81
1705.06
.00
.70
1.69
2.000
.000
.00
0
.0
.316
.2038
.0209
.01
.46
2.22
.27
.013
.00
.00
PIPE
1035.124
1703.854
.480
1704.334
4.00
6.89
.74
1705.07
.00
.70
1.71
2.000
.000
.00
0
.0
.275
.2038
.0183
.01
.48
2.08
.27
.013
.00
.00
PIPE
1035.399
1703.910
.496
1704.406
4.00
6.57
.67
1705.08
.00
.70
1.73
2.000
.000
.00
0
.0
.229
.2038
.0160
.00
.50
1.95
.27
.013
.00
.00
PIPE
1035.628
1703.956
.514
1704.471
4.00
6.26
.61
1705.08
.00
.70
1.75
2.000
.000
.00
0
.0
.202
.2038
.0140
.00
.51
1.83
.27
.013
.00
.00
PIPE
1035.830
1703.998
.531
1704.529
4.00
5.97
.55
1705.08
.00
.70
1.77
2,000
.000
.00
0
.0
.164
.2038
.0122
.00
.53
1.71
.27
.013
.00
.00
PIPE
FILE: latc2.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 4
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 5-18-2005
Time:
4:20:50
CITRUS AVE SD -LINE C
Q100--LATc2
JN 126-2013
wli
latc2.wsw
Invert
I Depth
I Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT)
I Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType Ch
1035.994
1704.031
.550
1704.581
4.00
5.69
.50
1705.06
.00
.70
1.79
2.000
.000
.00
0 .0
.139
.2038
.0107
.00
.55
1.60
.27
.013
.00
.00
PIPE
1036.132
1704.059
.569
1704.628
4.00
5.43
.46
1705.09
.00
.70
1.80
2.000
.000
.00
0 .0
.111
.2038
.0094
.00
.57
1,50
.27
.013
.00
.00
PIPE
1036.244
1704.082
.589
1704.671
4.00
5.18
.42
1705.09
.00
.70
1.82
2.000
.000
.00
0 .0
.091
.2038
.0082
.00
.59
1.40
.27
.013
.00
.00
PIPE
1036.335
1704.100
.609
1704.710
4.00
4.94
.38
1705.09
.00
.70
1.84
2.000
.000
.00
0 .0
.063
.2038
.0072
.00
.61
1.31
.27
.013
.00
.00
PIPE
1036.398
1704,113
.631
1704.744
4.00
4.71
.34
1705.09
.00
.70
1.86
2.000
.000
.00
0 .0
.047
.2038
.0063
.00
.63
1.23
.27
.013
.00
.00
PIPE
1036.445
1704.123
.653
1704.776
4.00
4.49
.31
1705.09
.00
.70
1.88
2.000
.000
.00
0 .0
.027
.2038
.0055
.00
.65
1.15
.27
.013
.00
.00
PIPE
1036.472
1704.128
.676
1704.805
4.00
4.28
.28
1705.09
.00
.70
1.89
2.000
.000
.00
0 .0
.008
.2038
.0048
.00
.68
1.07
.27
.013
.00
.00
PIPE
1036.480
1704.130
.701
1704.831
4.00
4.07
.26
1705.09
.00
.70
1.91
2.000
.000
.00
0 .0
WALL ENTRANCE
1036.480
-I-
1704.130
-I-
1.074
-I-
1705.204
-I-
4.00
-I-
.27
-I-
.00
-I-
1705.21
-I-
.00
-I-
.14
-I-
14.00
-I-
7.000
-I-
14.000
-I-
.00
0 .0
I-
I WI t -I Irl 91 1 U I a I I t I t I f I t, I r I
FILE: latc2.WSW
W S P
G W - EDIT LISTING - Version 14.01
Date:
5-18-2005
Time: 4:20:42
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7), Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0 6.000
CD
2
4
0 5.000
CD
3
4
0 4.000
CD
4
4
0 3.000
CD
5
4
0 2.500
CD
6
4
0 2.000
CD
7
3
0 .000 7.000 14.000
.000
.000 .00
CD
8
3
0 .000 8.540 28.000
.000
.000 .00
W S
P G W
PAGE NO
1
WATER SURFACE PROFILE
TITLE CARD
LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE SD -LINE C
HEADING
LINE
NO
2
IS
-
Q100--LATc2
HEADING
LINE
No
3
IS
-
JN 126-2013
wli
latc2.wsw
W S
P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT
CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1007.480 1700.710
6
1703.200
ELEMENT
NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1020.480 1700.8"70
6
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
UIS DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1036.480 1704.130
6
.013
.000
.000
.000
0
ELEMENT
NO
4
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1036.480 1704.130
7
.500
ELEMENT
NO
5
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1036.480 1704.130
7
1711.130
Tl CITRUS AVE SD -LINE C
T2 QIOO--LATc2
T3 JN 126-2013 wli
so 1007.4801700.710 6
R 1020-4801700.870 6
R 1036.4801704.130 6
WE 1036.4801704.130 7
SH 1036.4801704.130 7
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 7.000
CD 8 3 0 .000 8.540
Q 4.000 .0
latc2.wsw
1703.200
.013
.013
.500
.000 .000 0
.000 .000 0
u, I
1711.130
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
14.000
.000
.000
.00
28.000
.000
.000
.00
.000 .000 0
.000 .000 0
u, I
fir'l wl Ulf-] fir -1 rl I'l girl u I u_ I I A 6''1
FILE: latc3.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
1
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:11:53:12
CITRUS AVE SD7LINE C
Q100--LATc3
JN 126-201T-
wli
latc3.wsw
Invert
I Depth
I Water
Q I
Vel
Vel I
Energy I
Super
jCriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1006.480
1717.760
1.640
1719.400
3.70
1.34
.03
1719.43
.00
.67
1.54
2.000
.000
.00
0
.0
8.036
.0100
.0003
.00
1.64
.18
.55
.013
.00
.00
PIPE
1014.516
1717.840
1.559
1719.399
3.70
1.41
.03
1719.43
.00
.67
1.66
2.000
.000
.00
0
.0
6.964
.0100
.0003
.00
1.56
.20
.55
.013
.00
.00
PIPE
1021.480
1717.910
1.489
1719.399
3.70
1.47
.03
1719.43
.00
.67
1.74
2.000
.000
.00
0
.0
.161
.2847
.0003
.00
1.49
.22
.24
.013
.00
.00
PIPE
1021.641
1717.956
1.423
1719.379
3.70
1.55
.04
1719.42
.00
.67
1.81
2.000
.000
.00
0
.0
HYDRAULIC
JUMP
1021.641
1717.956
.267
1718.223
3.70
14.82
3.41
1721.64
.00
.67
1.36
2.000
.000
.00
0
.0
1.266
.2847
.1764
.22
.27
6.10
.24
.013
.00
.00
PIPE
1022.907
1718.316
.271
1718.587
3.70
14.44
3.24
1721.83
.00
.67
1.37
2.000
.000
.00
0
.0
2.262
.2847
.1590
.36
.27
5.88
.24
.013
.00
.00
PIPE
1025.170
1718.960
.281
1719.241
3.70
13.77
2.94
1722.18
.00
.67
1.39
2.000
.000
.00
0
.0
1.774
.2847
.1389
.25
.28
5.52
.24
.013
.00
.00
PIPE
1026.944
1719.465
.290
1719.755
3.70
13.13
2.68
1722.43
.00
.67
1.41
2.000
.000
.00
0
.0
1.427
.2847
.1213
.17
.29
5.17
.24
.013
.00
.00
PIPE
1028.371
1719.872
.300
1720.172
3.70
12.52
2.43
1722.60
.00
.67
1.43
2.000
.000
.00
0
.0
1.181
.2847
.1059
.13
.30
4.85
.24
.013
.00
.00
PIPE
f, I I 1 0- 1 *-1 U I a I ri r I r'l a, I It I r I f 1 9 1 9 1 a I a I f 1 9, 1
FILE: latc3.WSW
W S P
G W -
CIVILDESIGN Version
14,01
PAGE 2
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:11:53:12
CITRUS AVE SD -LINE C
Q100--LATc3
JN 126-2013
wli
latc3.wsw
I Invert I
Depth
I Water
I Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
ICh Slope I
I
I I
SF Avel
HF ISE
DpthIFroude
NINorM
Dp
I "N"
I X-Fallj
ZR
IType Ch
1029.552
1720.208
.310
1720.518
3.70
11.93
2.21
1722.73
.00
.67
1.45
2.000
.000
.00
0 .0
.994
.2847
.0924
.09
.31
4.54
.24
.013
.00
.00
PIPE
1030.546
1720.491
.320
1720.811
3.70
11.38
2.01
1722.82
.00
.67
1.47
2.000
.000
.00
0 .0
.842
.2847
.0807
.07
.32
4.26
.24
.013
.00
.00
PIPE
1031.388
1720.730
.331
1721.062
3.70
10.85
1.83
1722.89
.00
.67
1.49
2.000
.000
.00
0 .0
.724
.2847
.0705
.05
.33
3.99
.24
.013
.00
.00
PIPE
1032.112
1720.937
.342
1721.279
3.70
10.34
1.66
1722.94
.00
.67
1.51
2.000
.000
.00
0 .0
.628
.2847
.0615
.04
.34
3.74
.24
.013
.00
.00
PIPE
1032.740
1721.115
.353
1721.469
3.70
9.86
1.51
1722.98
.00
.67
1.53
2.000
.000
.00
0 .0
.543
.2847
.0537
.03
.35
3.50
.24
.013
.00
.00
PIPE
1033.283
1721.270
.365
1721.635
3.70
9.40
1.37
1723.01
.00
.67
1.55
2.000
.000
.00
0 .0
.470
.2847
.0470
.02
.37
3.28
.24
.013
.00
.00
PIPE
1033.753
1721.404
.378
1721.782
3.70
8.97
1.25
1723.03
.00
.67
1.57
2.000
.000
.00
0 .0
.417
.2847
.0410
.02
.38
3.08
.24
.013
.00
.00
PIPE
1034.170
1721.522
.390
1721.912
3.70
8.55
1.13
1723.05
.00
.67
1.58
2.000
.000
.00
0 .0
.358
.2847
.0358
.01
.39
2.88
.24
.013
.00
.00
PIPE
1034.528
1721.624
.404
1722.028
3.70
8.15
1.03
1723.06
.00
.67
1.61
2.000
.000
.00
0 .0
.319
.2847
0313
.01
.40
2.70
.24
.013
.00
.00
PIPE
f, I t I V".1 W11 r"I "- r'l ul U-1 r I Us r I F-1 r I C1 all CA 9 1 f7ll
FILE: latc3.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
3
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:11:53:12
CITRUS AVE SD -LINE C
Q100--LATc3
JN 126-2013
wli
latc3.wsw
I Invert
I Depth
I Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthlFroude
NINorm,
Dp
I "N" I
X-Fallj
ZR
IType
Ch
1034.847
1721.715
.417
1722.132
3.70
7.77
.94
1723.07
.00
.67
1.63
2.000
.000
.00
0
.0
.273
.2847
.0274
.01
.42
2.53
.24
.013
.00
.00
PIPE
1035.120
1721.793
.432
1722.225
3.70
7.41
.85
1723.08
.00
.67
1.65
2.000
.000
.00
0
.0
.244
.2847
.0239
.01
.43
2.37
.24
.013
.00
.00
PIPE
1035.363
1721.862
.446
1722.308
3.70
7.07
.78
1723.08
.00
.67
1.67
2.000
.000
.00
0
.0
.207
.2847
.0209
.00
.45
2.22
.24
.013
.00
.00
PIPE
1035.570
1721.921
.462
1722.383
3.70
6.74
.70
1723.09
.00
.67
1.69
2.000
.000
.00
0
.0
.184
.2847
.0183
.00
.46
2.08
.24
.013
.00
.00
PIPE
1035.754
1721.973
.477
1722.450
3.70
6.42
.64
1723.09
.00
.67
1.70
2.000
.000
.00
0
.0
.153
.2847
.0160
.00
.48
1.95
.24
.013
.00
.00
PIPE
1035.907
1722.017
.494
1722.511
3.70
6.12
.58
1723.09
.00
.67
1.73
2.000
.000
.00
0
.0
.133
.2847
.0140
.00
.49
1.82
.24
.013
.00
.00
PIPE
1036.040
1722.055
.511
1722.566
3.70
5.84
.53
1723.10
.00
.67
1.74
2.000
.000
.00
0
.0
.114
.2847
.0122
.00
.51
1.71
.24
.013
.00
.00
PIPE
1036.155
1722.087
.528
1722.615
3.70
5.57
.48
1723.10
.00
.67
1.76
2.000
.000
.00
0
.0
.090
.2847
.0107
.00
.53
1.60
.24
.013
.00
.00
PIPE
1036.245
1722.113
.547
1722.660
3.70
5.31
.44
1723.10
.00
.67
1.78
2.000
.000
.00
0
.0
.075
.2847
.0094
.00
.55
1.50
.24
.013
.00
.00
PIPE
1 Ir 1 9 A 9. 1 W, I a � I ff I a - I f I
FILE: latc3.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 4
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:11:53:12
CITRUS AVE SD -LINE C
Ql00--LATc3
JN 126-2013
wli
latc3.wsw
I Invert I
Depth I Water
I Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
jDia.-FTjor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType Ch
1036,320
1722.135
.566 1722.701
3.70
5.06
.40
1723.10
.00
.67
1.80
2.000
.000
.00
0 .0
.062
.2847
.0082
.00
.57
1.40
.24
.013
.00
.00
PIPE
1036.362
1722.152
.585 1722.737
3.70
4.83
.36
1723.10
.00
.67
1.82
2.000
.000
.00
0 .0
.043
.2647
.0072
.00
.59
1.31
.24
.013
.00
.00
PIPE
1036.425
1722.165
.606 1722.771
3.70
4.60
.33
1723.10
.00
.67
1.84
2.000
.000
.00
0 .0
.032
.2847
.0063
.00
.61
1.23
.24
013
.00
.00
PIPE
1036.457
1722.174
.627 1722.801
3.70
4.39
.30
1723.10
.00
.67
1.86
2.000
.000
.00
0 .0
.019
.2847
.0055
.00
.63
1.15
.24
.013
.00
.00
PIPE
1036.475
1722.179
.649 1722.828
3.70
4.18
.27
1723.10
.00
.67
1.87
2.000
.000
.00
0 .0
.005
.2847
.0048
.00
.65
1.07
.24
.013
.00
.00
PIPE
1036.480
1722.180
.674 1722.854
3.70
3.98
.25
1723.10
.00
.67
1.89
2.000
.000
.00
0 .0
WALL ENTRANCE
1036.480
-I-
1722.180
-I-
1.032 1723.212
-I- -I-
3.70
-I-
.13
-I-
.00
-I-
1723.21
-I-
.00
-I-
.08
-I-
28.00
-I-
6.000
-I-
28.000
-I-
.00
0 .0
I-
Ul
FILE: latc3.WSW
W S P
G W - EDIT LISTING - Version 14.01
Date:
4-14-2005
Time:11:53: 4
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE 1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0 6.000
CD
2
4
0 5.000
CD
3
4
0 4.000
CD
4
4
0 3.000
CD
5
4
0 2.500
CD
6
0 2.000
CD
7
3
0 .000 6.000 28.000
.000
.000 .00
CD
8
3
0 .000 8.540 28.000
.000
.000 .00
W S
P G W
PAGE NO 1
WATER SURFACE PROFILE
TITLE
CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE SD -LINE C
HEADING
LINE
No
2
IS
-
Q100--LATc3
HEADING
LINE
NO
3
IS
-
JN 126-2013
wli
latc3.wsw
W S
P G W
PAGE NO 2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1006.480 1717.760
6
1719.400
ELEMENT
NO
2
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT MAN H
1021.480 1717.910
6
.013
.000
.000
.000 0
ELEMENT
NO
3
IS
A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT MAN H
1036.480 1722.180
6
.013
.000
.000
.000 0
ELEMENT
NO
4
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1036.480 1722.180
7
.500
ELEMENT
NO
5
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1036.480 1722.180
7
1728.180
9' '1 a a fl, I a I a I r- 1 9 - I ff, I w- I I I r 2, 1 9 1 r 1 91 1 r 1 9 1 f I r I r I
Tl CITRUS AVE SD -LINE C
T2 Q100--LATc3
T3 JN 126-2013 wli
so 1006.4801717.760 6
R 1021.4801717.910 6
R 1036.4801722.180 6
WE 1036.4801722.180 7
SH 1036.4801722.180 7
CD 1 4 0 .000 6.000
CD 2 4 0 .000 5.000
CD 3 4 0 .000 4.000
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 7 3 0 .000 6.000
CD 8 3 0 .000 8.540
Q 3.700 .0
latc3.wsw
013
013
500
1719.400
.000 .000 0
.000 .000 0
1728.180
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
28.000 .000 .000 .00
28.000 .000 .000 .00
W112 w"A a I W, -I ff, -1 ff,-, I wf�l w I t. 2 r I a I I I I I t 1 9 1 a I EA
FILE: latc4.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
1
Program
Package Serial Number; 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:12:11:19
CITRUS AVE SD -LINE C
Q100--LATc4
JN 126-2013
wli
latc4.wsw
I Invert
I Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
jDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE
DpthIFroude
NjNorM
Dp
I 'IN"
I X-Fallj
ZR
IType
Ch
1006.260
1718.150
1.550
1719.700
3.70
1.42
.03
1719.73
.00
.67
1.67
2.000
.000
.00
0
.0
3.138
.0219
.0003
.00
1.55
.20
.45
.013
.00
.00
PIPE
1009.398
1718.219
1.479
1719.698
3.70
1.49
.03
1719.73
.00
.67
1.76
2.000
.000
.00
0
.0
2.859
.0219
.0004
.00
1.48
.22
.45
.013
.00
.00
PIPE
1012.257
1718.281
1.414
1719.695
3.70
1.56
.04
1719.73
.00
.67
1.82
2.000
.000
.00
0
.0
2.616
.0219
.0004
.00
1.41
.24
.45
.013
.00
.00
PIPE
1014.873
1718.339
1.354
1719.693
3.70
1.63
.04
1719.73
.00
.67
1.87
2.000
.000
.00
0
.0
2.418
.0219
.0004
.00
1.35
.26
.45
.013
.00
.00
PIPE
1017.291
1718.392
1.298
1719.690
3.70
1.71
.05
1719.74
.00
.67
1.91
2.000
.000
.00
0
.0
2.218
.0219
.0005
.00
1.30
.28
.45
.013
.00
.00
PIPE
1019,508
1718.440
1.246
1719.686
3.70
1.80
.05
1719.74
.00
.67
1.94
2.000
.000
.00
0
.0
2.062
.0219
.0006
.00
1.25
.31
.45
.013
.00
.00
PIPE
1021.570
1718.485
1.197
1719.682
3.70
1.89
.06
1719.74
.00
.67
1.96
2.000
.000
.00
0
.0
.220
.0219
.0006
.00
1.20
.33
.45
.013
.00
.00
PIPE
1021.790
1718.490
1.192
1719.682
3.70
1.90
.06
1719.74
.01
.67
1.96
2.000
.000
.00
0
.0
1.912
.0222
.0006
.00
1.20
.33
.45
.013
.00
.00
PIPE
1023.702
1718.532
1.145
1719.677
3.70
1.99
.06
1719.74
.01
.67
1.98
2.000
.000
.00
0
.0
1.718
.0222
.0007
.00
1.16
.36
.45
.013
.00
.00
PIPE
7 -Irl
W-1
FA
WA
F-1
F'A
Ir'l
F" I
ir'l
jr-1
lr,-'] I" ejA
FILE: latc4.WSW
W S P
G W - CIVILDESIGN
Version
14.01
PAGE 2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:12:11:19
CITRUS AVE SD -LINE C
Q100--LATc4
JN 126-2013
wli
latc4.wsw
Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station
Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1025.420
1718.570
1.102
1719.672
3.70
2.08
.07
1719.74
.01
.67
1.99
2.000
.000
.00
0 .0
1.650
.0222
.0008
.00
1.11
.39
.45
.013
.00
.00
PIPE
1027.070
1718.607
1.060
1719.667
3.70
2.19
.07
1719,74
.01
.67
2.00
2.000
.000
.00
0 .0
1.486
.0222
.0009
.00
1.07
.42
.45
.013
.00
.00
PIPE
1028.556
1718.640
1.021
1719.661
3.70
2.29
.08
1719.74
.01
.67
2.00
2.000
.000
.00
0 .0
1.412
.0222
.0011
.00
1.04
.45
.45
.013
.00
.00
PIPE
1029.969
1718.671
.983
1719.655
3.70
2.41
.09
1719.74
.02
.67
2.00
2.000
.000
.00
0 .0
1.288
.0222
.0012
.00
1.00
.48
.45
.013
.00
.00
PIPE
1031.256
1716.700
.947
1719.647
3.70
2.52
.10
1719.75
.02
.67
2.00
2.000
.000
.00
0 .0
.157
.0222
.0014
.00
.96
.52
.45
.013
.00
.00
PIPE
1031.413
1718.703
.913
1719.617
3.70
2.65
.11
1719.73
.02
.67
1.99
2.000
.000
.00
0 .0
HYDRAULIC
JUMP
1031.413
1718.703
.459
1719.163
3.70
6.80
.72
1719.88
.11
.67
1.68
2.000
.000
.00
0 .0
8.406
.0222
.0187
.16
.57
2.11
.45
.013
.00
.00
PIPE
1039.820
1718.890
.475
1719.365
3.70
6.47
.65
1720.02
.00
.67
1.70
2.000
.000
.00
0 .0
1.270
.0219
.0173
.02
.48
1.97
.45
.013
.00
.00
PIPE
1041.090
1718.918
.477
1719.395
3.70
6.42
.64
1720.04
.00
.67
1.70
2.000
.000
.00
0 .0
6.930
.0219
.0160
.11
.48
1.95
.45
.013
.00
.00
PIPE
"T IVA
F-1
rA
rA
U-1
V1
WA
W-1
ffr- I F - 1 1 Ir ", I
FILE: latc4.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 3
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-14-2005
Time:12:11:19
CITRUS AVE SD -LINE C
Q100--LATc4
JN 126-2013
wli
latc4.wsw
I Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INO Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
jPrs/Pip
L/Elem
ICh Slope I
I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I 'IN"
I X-Fallj
ZR
IType Ch
1048.020
1719.070
.494
1719.564
3.70
6.12
.58
1720.15
.00
.67
1.73
2.000
.000
.00
0 .0
4.521
.0219
.0140
.06
.49
1.82
.45
.013
.00
.00
PIPE
1052.542
1719.169
.511
1719.680
3.70
5.84
53
1720.21
.00
.67
1.74
2.000
.000
.00
0 .0
3.207
.0219
.0122
.04
.51
1.71
.45
.013
.00
.00
PIPE
1055.748
1719.240
.528
1719.768
3.70
5.57
.48
1720.25
.00
.67
1.76
2.000
.000
.00
0 .0
2.202
.0219
.0107
.02
.53
1.60
.45
.013
.00
.00
PIPE
1057.950
1719.288
.547
1719.835
3.70
5.31
.44
1720.27
.00
.67
1.78
2.000
.000
.00
0 .0
1.652
.0219
.0094
.02
.55
1.50
.45
.013
.00
.00
PIPE
1059.603
1719.324
.566
1719.890
3.70
5.06
.40
1720.29
.00
.67
1.80
2.000
.000
.00
0 .0
1.248
.0219
.0082
.01
.57
1.40
.45
.013
.00
.00
PIPE
1060.851
1719.352
.585
1719.937
3.70
4.83
.36
1720.30
.00
.67
1.82
2.000
.000
.00
0 .0
.804
.0219
.0072
.01
.59
1.31
.45
.013
.00
.00
PIPE
1061.655
1719.369
.606
1719.975
3.70
4.60
.33
1720.30
.00
.67
1.84
2.000
.000
.00
0 .0
.567
.0219
.0063
.00
.61
1.23
.45
.013
.00
.00
PIPE
1062.222
1719.382
.627
1720.009
3.70
4.39
.30
1720.31
.67
1.86
2.000
.000
.00
0 .0
.314
.0219
0055
.00
.63
1.15
.45
.013
.00
.00
PIPE
1062.537
1719.388
.649
1720.037
3.70
4.18
.27
1720.31
.00
.67
1.87
2.000
.000
.00
0 .0
.073
.0219
.0048
.00
.65
1.07
.45
.013
.00
.00
PIPE
f I w" I U�l IFIA M17-71 "n r'l V"'A r" I F-1 w I r I r' I w"I W-1 UA "I- w, I U I
FILE: latc4.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 4-14-2005 Time:12:11:19
CITRUS AVE SD -LINE C
Q100--LATc4
JN 126-2013 wli latc4.wsw
Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia.-FTjor I.D.1 ZL JPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1062.610 1719.390 .674 1720.064 3.70 3.98 .25 1720.31 .00 .67 1.89 2.000 .000 .00 0 .0
WALL ENTRANCE
I
1062.610 1719.390 1.032 1720.422 3.70 .13 .00 1720.42 .00 .08 28.00 9.000 28.000 .00 0 .0
I F tr" A V-1 tr" 1 9 A
FILE: latc4.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
4-14-2005
Time:12:11:11
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
I
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0 6.000
CD
2
4
0 5.000
CD
3
4
0 4.000
CD
4
4
0 3.000
CD
5
4
0 2.500
CD
6
4
0 2.000
CD
7
3
0 .000 9.000
28.000
.000
.000 .00
CD
8
3
0 .000 8.540
28.000
.000
.000 .00
W S
P G W
PAGE NO
1
WATER SURFACE
PROFILE
TITLE
CARD LISTING
HEADING
LINE
NO
1
IS
-
CITRUS AVE
SD -LINE C
HEADING
LINE
NO
2
IS
-
Q100--LATc4
HEADING
LINE
No
3
IS
-
JN 126-2013
wli
latc4.wsw
W S
P G W
PAGE NO
2
WATER SURFACE
PROFILE
ELEMENT
CARD LISTING
ELEMENT
NO
I
IS
A
SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1006.260
1718.150
6
1719.700
ELEMENT
NO
2
IS
A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1021.790
1718.490
6
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1039.820
1718.890
6
.013
22.500
45.913
.000
0
ELEMENT
NO
4
IS
A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1062.610
1719.390
6
.013
.000
.000
.000
0
ELEMENT
NO
5
IS
A
WALL ENTRANCE
U/S DATA STATION
INVERT
SECT
FP
1062.610
1719.390
7
.500
ELEMENT
NO
6
IS
A
SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1062.610
1719.390
7
1728.390
I a :1 F"ltvtl al Flair , 1 4 7 1 a
T1 CITRUS AVE SD -LINE C
T2 Q100--LATc4
T3 JN 126-2013 w1i latc4.wsw
so 1006.2601718.150 6 1719.700
R 1021.7901718.490 6 .013
R 1039.8201718.890 6 .013
R 1062.6101719.390 6 .013
WE 1062.6101719.390 7 .500
SH 1062.6101719.390 7 1728.390
CD 1 4 0 .000 6.000 .000 .000 .000 .00
CD 2 4 0 .000 5.000 .000 .000 .000 .00
CD 3 4 0 .000 4.000 .000 .000 .000 .00
CD 4 4 0 .000 3.000 .000 .000 .000 .00
CD 5 4 0 .000 2.500 .000 .000 .000 .00
CD 6 4 0 .000 2.000 .000 .000 .000 .00
CD 7 3 0 .000 9.000 28.000 .000 .000 .00
CD 8 3 0 .000 8.540 28.000 .000 .000 .00
Q 3.700 .0
.000 .000 0
45.913 .000 0
.000 .000 0
f I r- 1 971 W71 U, I t- I u, I r, I t, I W-1 a I U I t I Vl Ull t li u- I u I t I i
Nil
LOA
in
VIM
ON
0--dw
Nil=
trim
Apo
W
Fig
0.9�
VALLEY AREA
MMMALS
Y- -100 YEAR I HOUR
con
411,
- I Ir - I , r :--. I u I
Ull F -Il Ir -71 W -A 9 V's rl�j WA
�7
T
. . . . . . . . . . . .
7-7
T
A
�*Tz
A
�A
7,
-w
A"
Li
0
W,
Al
ap- -
. . .. . . .
A .
All!"
. . . . . . . . . . . . .
v 71,
SOL GROW SO -Y
SOL GROLF DESIGNATION
C-1 NO SOLMOARY OF INDICATED SOLAIE SCALE REDUCED BY 1/2 HYDROLOGIC SOILS GROUP MAP
SAN BERNARDINO COUNTY FOR
HYDROLOGY MANUAL c- SOUTHWEST -A AREA
INDEX MAP
*EST
al -1 U'l Vill ff''I
CAST
RIW
CoAr- pmp.
a cum ..33 1
CITRUS A VEANIE
Typ" MUM
J:\126-2013\streets\STO1.dwg, 07/05/2004 07:12:36 AM, W1
t, I 11�1 r!"s irl ul I Ull irl"I r""l " Ul F, I wl!_`!�. I V, I fflll� I a I ir", I ir 1 It A r- I
8 x 3
XIST io-x 0, pCq
7— DUNCAN CANYON
UiST 10, X 9 RC8—
HAWKER CRAWFORD CHANNEL—, V> \
E T 6' RCP
EX15T 10 X 5'
CITY OF FONTANA RC8 — 4
SPHERE OF INFLUENCE
I DEERIS >
DEWS �ASJPI
(�,EIIR15 5AIIII
cr
c;
LLJ
25 YEAR
Al
wo li.A
4 * ro
C N
�,.,A A,3
4
2
DUNCAN CANYON ROA
Z, "
5r_l /4\
NOTE:
EXISTING 1-15 F
TO HANDLE LOC
UNDER FREE,NA�
I OuNCAN CANY'ON 100 YEAR ROAD
Z
RICH
5 CATY OF FONTANA
'in BASIN SPHERE OF INFLUENCE
—RIALTO PFELNE
MWD LINE
6 r",
0" DfA
B3 j�-25 10'
zi
7
L)
>_
k-_-
1`41—
MI � w -!'- RA
00, 85 YEAR su -J- -
or
w
A
40 LJ
0 25 YEAR
ETNYANDA PPEL94E
MWD LINE 12'-0' DtA--, FAR 60
SUMMIT
t 9 "1 a 5* )(I;;,Mmmi 6 1 �7. au
am n B
SUMMIT AVE.
I 0/'(E A R 100 YEAR
—CITY OF F A
ONTAN� ��ERE OF INFLUENCE
uj
63" 57" t7" -:5*'
n I m I a I m 10 1 w TI I n 10 10 10 10 10
1 n, j�: I m I a I nil)m It, I
AVENUE
so
am
IIMI
40
400
60
ow
io
lop
ow
1.
city of. rancho cucamonga
STANDARD
DRAWING
um
PROJECTION CONDITION
STRICTED TRENCH WID
DEPTH OF
CUVER
IN FEET
mn m-
Effumm"
20-00
ow
'TE
ETE
CONCR=1
BACX F
jI
omm
SOON
��NF
M-,
KFM
KUM
�1ffr.T-fTxffr,
M -e
EF momim
grum
��ffff,
n,
mum
I
um
PROJECTION CONDITION
STRICTED TRENCH WID
t; � I /� 4114
f.c.c. Z�58du / C)014!
TRENCH CONDITION
TRENCH WIDTH a O.D. +20 INCHES
R. C. P
n -i nAn TARI F -q
m
mn m-
Effumm"
omm
SOON
��NF
M-,
KFM
KUM
�1ffr.T-fTxffr,
M -e
EF momim
grum
I
t; � I /� 4114
f.c.c. Z�58du / C)014!
TRENCH CONDITION
TRENCH WIDTH a O.D. +20 INCHES
R. C. P
n -i nAn TARI F -q
m
(.Or
!A i I
77
%- 05-
Vr_
�49 U 1:
ERE �4 -
RIF
AN
&_.. I
1�?
Ri
46 :
.. z4g
#g
. A,
'j"j,
RZO
wm
14!
PIN . 1 Ivi
Y:p
-tff, q*z.;:�'
- t -V
7,� j7;
tzz
141
ILA
�i')�-�&,j-,;fy Ig
, 4
Fir.
-f,: j �,4� . gi
1, L4
q,
wwtl
.1, z . I -,!:
69
P'N
M fi 4, _VS!�Z-0
84
. rv.
o "am.. WON
om
71 C
12
Yj'l
Y. i
V.?4.
Lj
J_X
... ...... ..
L
§Wd WAM ammobi 11911,
I �
IV,
0
0
SCALE IN FEET
0 300 600 9
K EY
STAMON
.-Q;--100--,(CFS
NODE DESCRIPTION NODE
LA
FS/INV. ELEV.
t
XC R�G E
SUBAREA DESCRIPTION DENS
LENGTH BETWEEN NODES L=500'
FLOW ARROW -00
FLOW LIN E
BOUNDARY
FUTURE R/W LINES
PROPOSED STORM DRAIN
FUTURE STORM DRAIN
N OTE
ALL SOILS GROUP "A" EXCEPT
AS DELINEATED GROUP "B".
5/23/2005
1200
1 00 -YEAR STUDY
J:\126-2013\storm\cbHYD-MAP.dwa. 5/23/2005 2:38:51 PM. Wendell. Wendell