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* * * * * * ** *DESCRIPTION OF RESULTS********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
* *
FOR THE REACH
UPSTREAM OF CITRUS
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
li > >>CHANNEL INPUT INFORMATION << <<
----------------------------------------------------------------------------
CHANNEL Z(HORIZONTAL /VERTICAL) _ . 00
BASEWIDTH(FEET) = 24.00
CONSTANT CHANNEL SLOPE ( FEET /FEET ) _ .003000
UNIFORM FLOW(CFS) = 2350
MANNINGS FRICTION FACTOR = .014
--------------------------------
NORMAL -DEPTH FLOW INFORMATION:
n
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SPECIFIC ENERGY(FEET) = 10.027
NORMAL DEPTH(FEET) = 6.47
FLOW TOP- WIDTH(FEET) = 24.00
FLOW AREA(SQUARE FEET) = 155.23
HYDRAULIC DEPTH(FEET) = 6.47
FLOW AVERAGE VELOCITY(FEET /SEC.) = 15.14
UNIFORM FROUDE NUMBER = 1.049
PRESSURE + MOMENTUM(POUNDS) = 100268.10
AVERAGED VELOCITY HEAD(FEET) = 3.559
- -------------------------------------------------------------------------
CRITICAL -DEPTH FLOW INFORMATION:
---------------------------------------------------------------------- - - - - --
'
CRITICAL
CRITICAL
FLOW
FLOW
TOP- WIDTH(FEET) = 24.00
AREA(SOUARE FEET) = 160.25
CRITICAL
FLOW
HYDRAULIC DEPTH(FEET) = 6.68
CRITICAL
FLOW
AVERAGE VELOCITY(FEET /SEC.) = 14.66
'
CRITICAL
DEPTH(FEET) = 6.68
CRITICAL
FLOW
PRESSURE + MOMENTUM(POUNDS) = 100167.20
AVERAGED
CRITICAL FLOW VELOCITY HEAD(FEET) _ 3.339
CRITICAL FLOW SPECIFIC ENERGY(FEET) = 10.016
7
* * * * * * ** *DESCRIPTION OF RESULTS************* * * * * * * * * * * * ** * * * * * * * * * * * *** ** **
*
* FOR THE REACH : *
BETWEEN CITRUS AND CATAWBA *
T******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
::.::•CHANNEL INPUT INFORMATION . ; ::
CHANNEL Z(HORIZONTAL /VERTICAL) = .00
BASEW I DTH (FEET) = :4.00
CONSTANT CHANNEL SLOPE(FEET/FEET) = .003000
UNIFORM FLOW(CFS) = 3000.00
MANNINGS FRICTION FACTOR = .0140
NORMAL - DEPTH FLOW INFORMATION:
NORMAL DEPTH(FEET) = 5.74
FLOW TOR WIDTH (FEET) = 34.00
FLOW AREA(SOUARE FEET) = 195.26
HYDRAULIC DEPTH(FEET) = 5.74
FLOW AVERAGE VELOCITY(FEET /SEC.) = 15.36
UNIFORM FROUDE NUMBER = 1.130
PRESSURE + MOMENTUM(POUNDS) = 124.308.30
AVERAGED VELOCITY HEAD(FEET) = 3.665
SPECIFIC ENERGY(FEET) = 9.408
CRITICAL -DEPTH FLOW INFORMATION:
CRITICAL FLOW TOR' - WIDTH(FEET) = :4.00
CRITICAL FLOW AREA(SOUARE FEET) = 211.78
CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.23
CRITICAL FLOW AVERAGE VELOCITY(FEET /SEC.) = 14.17
CRITICAL DEFTH(FEET) = 6.23
CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 123511.50
AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.116
CRITICAL FLOW SPECIFIC ENERGY(FEET) = 0 9.345
J 0
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E *******|*DESCRIPTION OF RESULTS********************************************
*
* FOR THE REACH � w
OR fiETWEEN CATAWBA AND POPLAR *
Q;>>>CHANNEL INPUT INFORMATION<<<<
0 �___________________________________________________________________-______-
CHANNEL Z(HORIZONTAL/VERTICAL) = .00
BASEWIDTH(FEET) = 35.00
O� CONSTANT CHANNEL SLOPE(FEET/FEET) = .003000
UNIFORM FLOW(CFS) = 3200.00
MANNINGS FRICTION FACTOR = .0140
NORMAL-DEPTH FLOW INFORMATION:
- -----------------------------------------------
Qi >>>>> NORMAL DEPTH(FEET) = 5.86
��
"� FLOW TOP- WIDTH(FEET) = 35.00
FLOW AREA(SQUARE FEET) = 205.14
HYDRAULIC DEPTH(FEET) = 5.86
FLOW AVERAGE VELOCITY(FEET/SEC. ) = 15.6()
UNIFORM FROUDE NUMBER = 1.135
PRESSURE + MOMENTUM(POUNDS) = 134246.80
E li AVERAGED VELOCITY HEAD(FEET) = 3.778
SPECIFIC ENERGY(FEET) = 9.640
============================================================================
CRITICAL-DEPTH FLOW INFORMATION:
-------------- ----- _------------
________________________________________
0
CRITICAL
FLOW
TOP-WIDTH(FEET) = 35.A0
CRITICAL
FLOW
AREA(SQUARE FEET) = 223.26
U�
CRITICAL
FLOW
HYDRAULIC DEPTH(FEET) = 8.38
CRITICAL
FLOW
AVERAGE VELOCITY(FEET/SEC.) = 14.33
CRITICAL
CRITICAL
DEPTH(FEET) = 6.38
FLOW PRESSURE + MOMENTUM(POUNDS) = 133316. 10
~�
AVERAGED
CRITICAL FLOW VELOCITY HEAD(FEET) = 3.190
CRITICAL
FLOW
SPECIFIC ENERGY(FEET) = 9.569
===========================================================================
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C�
I -
* * * * * * * ** *DESCRIPTION OF RESULTS********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
*
FOR THE REACH
*
BETWEEN POPLAR AND ELM
a--- CHANNEL -INPUT - INFORMATION
CHANNEL Z(HORIZONTAL /VERTICAL) _ .00
BASEWIDTH(FEET) = 20.00
CONSTANT CHANNEL SLOPE(FEET /FEET) _ .022500
UNIFORM FLOW(CFS) = 3200.0
MANNINGS FRICTION FACTOR = .0140
-------------------------------------------- ---------------------- ---------
NORMAL - DEPTH FLOW INFORMATION:
---------------------------------------------------------------------- - - - - --
X 'r NORMAL DEPTH(FEET) = 4.65
FLOW TOP- WIDTH(FEET) = 20
FLOW AREA(SQUARE FEET) = 93.04
HYDRAULIC DEPTH(FEET) = 4.65
FLOW AVERAGE VELOCITY(FEET /SEC.) = 34.39
UNIFORM FROUDE NUMBER = 2.810
PRESSURE + MOMENTUM(POUNDS) = 226787.50
T
AVERAGED VELOCITY HEAD(FEET) = 18.068
- = == SPECIFIC - EhJERG`f( FEET)0 = 0 _______ _______________________________
CRITICAL -DEPTH FLOW INFORMATION:
---------------------------------------------------------------------- - - - - --
CRITICAL
CRITICAL
FLOW TOP- WIDTH(FEET) = 20.00
FLOW AREA(SOUARE FEET) =
FLOW HYDRAULIC DEPTH(FEET) _
FLOW AVERAGE VELOCITY(FEET /SEC.)
DEPTH(FEET) = 9.26
FLOW PRESSURE + MOMENTUM(FOUNDS)
CRITICAL FLOW VELOCITY HEAD(FEET)
FLOW SPECIFIC ENERGY(FEET) =
185.28
9.26
17.27
= 160655.40
4.632
13.896
it
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C - -
CRITICAL
CRITICAL
CRITICAL
CRITICAL
AVERAGED
CRITICAL
FLOW TOP- WIDTH(FEET) = 20.00
FLOW AREA(SOUARE FEET) =
FLOW HYDRAULIC DEPTH(FEET) _
FLOW AVERAGE VELOCITY(FEET /SEC.)
DEPTH(FEET) = 9.26
FLOW PRESSURE + MOMENTUM(FOUNDS)
CRITICAL FLOW VELOCITY HEAD(FEET)
FLOW SPECIFIC ENERGY(FEET) =
185.28
9.26
17.27
= 160655.40
4.632
13.896
it
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* * * ** * ** *DESCRIPTION OF RESULTS*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
*
* FOR THE REACH
BETWEEN ELM AND BEECH
C ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
> > CHANNEL INPUT INFORMATION <:
-----------------------------------------------------------_----------------
CHANNEL Z(HORIZONTAL /VERTICAL) _ .00
J
BASEWIDTH(FEET) = 25.t:o
CONSTANT CHANNEL SLOPE(FEET /FEET) _ .005200
UNIFORM FLOW(CFS) = 3480.00
MANNINGS FRICTION FACTOR = .1140
NORMAL -DEPTH FLOW INFORMATION:
n
fl
> NORMAL DEPTH(FEET) = 6.78
FLOW TOP- WIDTH(FEET) = 25.00
FLOW AREA(SQUARE FEET) = 169.42
HYDRAULIC DEPTH(FEET) = 6.78.
FLOW AVERAGE VELOCITY(FEET /SEC.) _ 220.54
UNIFORM FROUDE NUMBER = 1.391
PRESSURE + MOMENTUM(POUNDS) = 174344.60
AVERAGED VELOCITY HEAD(FEET) = 6.552
SPECIFIC ENERGY(FEET) = 13.328
- -- CRITICAL_ DEPTH - FLOW - INFORMATION:
----------------------------------- - - - - --
CRITICAL
u
FLOW TOP- WIDTH(FEET) = 25.00
FLOW AREA(SQUARE FEET) =
FLOW HYDRAULIC DEPTH(FEET) _
FLOW AVERAGE VELOCITY(FEET /SEC.)
DEPTH(FEET) = 8.44
FLOW PRESSURE + MOMENTUM(POUNDS)
CRITICAL FLOW VELOCITY HEAD(FEET)
FLOW SPECIFIC ENERGY(FEET) =
211.09
8.44
16.49
166787.80
4.220
12.664
CRITICAL
CRITICAL
CRITICAL
'
CRITICAL
CRITICAL
AVERAGED
CRITICAL
u
FLOW TOP- WIDTH(FEET) = 25.00
FLOW AREA(SQUARE FEET) =
FLOW HYDRAULIC DEPTH(FEET) _
FLOW AVERAGE VELOCITY(FEET /SEC.)
DEPTH(FEET) = 8.44
FLOW PRESSURE + MOMENTUM(POUNDS)
CRITICAL FLOW VELOCITY HEAD(FEET)
FLOW SPECIFIC ENERGY(FEET) =
211.09
8.44
16.49
166787.80
4.220
12.664
I
0
E *********DESCF,'IF'TION OF
* *
FOR THE REACH :
BETWEEN BEECH AND LIVEOAK
- ' - CHANNEL INPUT INFORMATION <:: <:: ::
----------------------------------------------------------------------------
CHANNEL Z(HORIZONTAL /VERTICAL) = r .00
BASEWIDTH(FEET) = 34,00
CONSTANT CHANNEL SLOPE ( FEET /FEETy= . Oo4600 -- -�,
UNIFORM FLOW(CFS) = 4500.
MANNINGS FRICTION FACTOR =
.0140
NORMAL- DEPTH FLOW INFORMATION:
----------------------------------------------------------- � -------- - - - - --
NORMAL DEPTH(FEET) = 6.53
FLOW TOR- WIDTH(FEET) = 34.00
FLOW AREA ( SQUARE FEET) _ 222.11
HYDRAULIC DEPTH(FEET) = 6.53 ,; L
FLOW AVERAGE VELOCITY(FEET /SEC.) = 20 .26
UNIFORM FROUDE NUMBER = 1 *397
PRESSURE + MOMENTUM(POUNDS) _ 221949.10'
AVERAGED VELOCITY HEAD(FEET) = 6.374
SPECIFIC ENERGY(FEET) = 12.906
CRITICAL - DEPTH FLOW INFORMATION:
fl
11
CRITICAL
CRITICAL
FLOW
FLOW
TOP-WIDTH(FEET) = 34.
AREA(SQUARE FEET) = 277.52
CRITICAL
FLOW
HYDRAULIC DEPTH(FEET) = 8.16
CRITICAL
FLOW
AVERAGE VELOCITY(FEET /SEC.) = 16.22
CRITICAL
DEPTH(FEET) = 8.16
CRITICAL
FLOW
PRESSURE + MOMENTUM(FOUNDS) = 212778.00
AVERAGED
CRITICAL FLOW VELOCITY HEAD(FEET) = 4.083
CRITICAL
FLOW
SPECIFIC ENERGY(FEET) = 12.245
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1
DEPTH
T1
T2
T3
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38.86305
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CULVERTS FOR CHANNEL
AWL EDlVao
LKOR K[N i
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BOTTOM WIDTH = 25.34
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DEPTH IN
FEET
T IN LB*10000
DEPTH
T1
T2
T3
(.
2
44.15816
49.19244
46.60694
2.5
35.55492
39.58233
37.51394
3
29.91301
33.2692
31.54553
((
3.5
25.97936
28.85609
27.37866
4
23.1274
25.64454
24.35179
4.5
21.00905
23.24651
22.0974
((
5
19.41546
21.42917
20.39497
5.5
18.21372
20.04437
19.10418
6
17.31523
18.99332
18.13149
(�
6.5
16.65865
18.20766
17.41212
7
16.20016
17.63853
16.89981
7.5
15.90764
17.25011
16.56065
(`
8
15.75698
17.01555
16.36918
8.5
15.72976°
16.9143--
16.30595~
9
15.81165
16.93037
16.35582
((
9.5
15.99132
17.05117
16.50685
10
16.25973
17.26659
16.74949
10.5
16.60955
17.56846
17.07598
(�
11
17.03478
17.9501
17.48001
11.5
17.53047
18.406
17.95635
12
i8.09249
18.93154
18.50063
((
12.5
18.71738
19.52287
19.10919
13
19.4022
20.17671
19.77894
. 13.5 '
20.14446
20.89028
20.50724
((
14
20.942
21.66118
21.29183
14.5
21.79299
22.48737
22.13075
15
22.69582
23.36706
23.02232
(K
15.5
23.6491
24.29868
23.96507
16
24.65161
25.2809
24.95771
16.5
25.70228
26.3125
2P.9991
(�
17
26.80016
27.39243
27.08825 _
17.5
27.94442
28.51976
28.22428
18
29.13431
29.69367
29.40639
\�
18.5
30.36916
30.9134
30.63389
19
31.64838
32.1783
31.90615
19.5
32.97144
33.48778
33.2226
20
34.33787
34.84129
34.58275
20.5
35.74721:
36.23836
35.98612
21
37.19909
37.67855
37.43231
21.5
38.69316
39.16146
38.92095
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SHEET NO. OF
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SUBJECT SLIL1CTlhRI Au1�C_�c_s�
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= 3y (A1 -ZI) 3 \o
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P, + Kk , til Cfli e t M (!>W,
b, D. } Q, + q 6 t c1 r .�.6 + ( - b►) D Z Q b� D L IL
L 8A, �A b Ay z aA ,.
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SHEET NO. Z OF Z
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SUBJECT i1,! �P- .4UI�G StJM n -4 ✓
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SUBJECT 14 Lnti,d L1G S l]►�p L104 1AI � �, �I�CS
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ASL Consulting Engineers SIGNATURE p DATE
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FROM: STA. 230 +19 = 229 +74
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0
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PAGE 6
*PROF
.00
.00
910.03
0.
CRITICAL DEPTH TO BE
CALr -JU TED AT
ALL
CROSS
SECTIONS
01 . / { J.
CCHa- .0: CEHV=
..!'•• :
0
.00
34.00
*SECdrJ �'2708.0t v
4.110
.03
.03
910.01
�27',e. Est 4. 5•7
905.5- 9 06.57
0.
905.56
309.75
.000
253
n
0.
154.
.00 .00
16.43
.00
. +014
.01
.0;437E 01.
111,
v.
0
10
n
.000
900.87
.00
0
*SECNO 22701.000
34.00
34.00
725 MINIMUM SPECIFIC ENERGY
22701.00 4.59
905.60 ?06.55
.00
909.69
2530. 0.
253Ci.
0.
0.
156.
.00 .00
16.24
.00
.014
.014
.004229 7.
'.
7.
0
11
0
*SECNO 2
22656.00 4.74
905.62 906.41
.00
909.43
2530. 0.
2530.
0.
0.
162.
.00 .00
15.66
.00
.014
.014
.003785 45.
45.
45.
2
11
ti
*SECNO 22611.000
33,01 HV CHANGED MORE
THAN HVINS
22611.00 4.27
904.42 905.71
.00
911 :99.14
2530. 0.
25'0.
0.
0.
1 145.
.00 .00
17.43
.00
.014
.014
.')05253 45.
45.
45.
16
G
0
*SECNO 22566.000
3301 HV CHANGED MORE
THAN HVINS
3685 20 TRIALS ATTEMPTED NSE:.,CDSEL
3710 WSEL ASSUMED BASED ON MIN RIFF
4
:
061 lo/e 15:19:4:
4.19
.00
.00
910.03
0.
0.
0.
910.03
.014
.000
90i.03
.00
0
.00
34.00
34.00
4.110
.03
.03
910.01
0.
0.
0.
910.01
.014
.000
901.01
.00
0
.00
34.00
34.00
3.81
.18
.09
909.87
0.
0.
0.
909.87
.014
.000
900.87
.00
0
.00
34.00
34.00
4.12 .20 .09 909.15
0. 0. 0. 909.15
.014 .000 900.15 .00
0 .00 34.00 34.00
SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV
B BLOB QCH GROB ALOE ACH AROB VOL TWA LEFT /RIGHT
TIME VLGB VCH VROB XNL XNCH XNR WTN ELKIN SSTA
SLOPE XLCSL XL CH `SL0BR .TRIAL IDC ICGNT CORAR TOPWID ENDST
2'2566.00 5.73 905.15 905.65 .00 908.84 3.69 .17 .41 908.42
3000. 0. 3000. 0, 0. 195. 0. 1. 0. 908.42
.'0(! .00 115.411 .00 .014 .014 .014 .000 899,42 .00
45. 45. 4 5. 20 11 0 .00 34.00 34.00
fSEC1dG
1
�
'0r H4 _Hf ?OED _rt . A s
8 L'' -.c 9is.-. . 908.`.5 4.58 .17 .1 907.14
'`�v %. -.::. ; . 1169. 0. 1. 0, 901.70
014 .000 898.70 .00
1� .v0 34.00 7 4.00
PAGE 5
96.
86. .
86. 400
.000
yl
2 16 19. 1 A 10
AA0
", V
. u )IJ
ljoll
j V
96.420
86.420
86. 420
.000
'7c�9
.000
11
2 16 12, 100
100
.00
111
86. 420
16,121
16,421
*011
-,219
111
yl
2152
000
001
.000
86.420
86.420
86.420
.000
-.259
.000
4 4
2143?. 000
000
.000
CIO U*'
25. 000
25.000
25.000
.000
259
.000
1
2
4. 000
.000
34.
24.730
24.730
24.730
.000
.000
.000
OR
904.
.000
295. 38!2
.000
095.360
34.250
904.380
34. 250
.000
.000
aT
1.000 7 200.Xio -
.000
.000
1000
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.000
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X
0 OA
4 .0 00
111
34, 511
25, 2 7 0
25,270
2 15,270
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001
101
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A
903.56V
1000
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895.31')
34.500
903.560
34.500
V
OOA
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X
21364.000
4.000
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34.750
25.000'
25.000
25.000
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OR
903.480
.00
895-
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895.230
34.750
903.480
34.750
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X1
2
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.000
35.000
94.640
94.640
94.640
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.000
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GR
903.400
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895.150
.000
895.150
35.000
903.400
35.000
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pq
L
X1
21244.000
.000
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94.640
94.640
94.640
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-.283
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21150.000
A
OO
Cmlu
A
OO
94.640
94.640
94.640
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21055.000
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94.640
94.640
94.640
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94.640
94.640
94.640
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AAA
20166'Vvv
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94,64V
94.640
94.640
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263
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20771.000
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94.640
94.640
94.640
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20676.000
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94.640
94.640
94.640
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-.283
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20582.000
000
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.1300
94.640
94.640
94.640
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-.2B3
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A
V6;f3O/B7 15:19:45
PAGE
KI
2048
.000
.000
.000
94.640
94.640
94.640
.000
-.283
.000
X1
'20
.000
.000
.000
94.640
94.640
94.640
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-.2B3
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20298.000
.000
000
000
25.000
25.000
25.000
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-.2B3
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A
1 0 27 3.000
4.
V
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3 6. 7 50
I
MOM
-.j
25.000
25.000
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900.2
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000
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991.97VI
36.750
900.220
36.750
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.11!00
X1
2 -0 2 4 8.000
a.000
Ou'll AA
38.500
25.000
25.000
25.000
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.000
000
IV
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900. 140
. 000
391.S-90
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391.090
38.500
900.140
3B.500
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20223.000
4.0 °:)v
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4
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900.110
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sgi,g?A
891.820
4 0.250
900.070
40.2
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J
fli.Ili
0 -.1
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.000
A
v OO
.000
.000
.000
.000
1
PAS 4
U E
2 E „ -
EL!
4 L
'4 1 f
v
HL
OLOSS BANK
TWA
ELEV
A:
VOL
LEFT/RIGHT
VT.,
M MM CCTe
t
E
C
L
C
C
E
L
G
E
1
i
1
1
1
C
SECNO
CWSEL
DIPWSP
DIFWSX
DiPf:WS
TOPiuID
XLCH
22977.000
25 ?,10
9Q8.64
.00
.00
.00
24.00
.00
22948.000
253',:.00
907,19
.00
-1.45
.0
2
26.0
2�9 : _. O
.J
-06.49
.00
-.11
.0f)
20.00
26.00
22896.000
2530.00
905.96
.00
-.52
.00
30.00
26.00
22870.000
2530.00
905.53
,00
-.43
.00
32.00
26.00
22844.000
2531.00
905.17
.00
-.36
.00
34.00
26.00
1
46:30181
15:13:5.
SUMMARY OF ERRORS AND SPECIAL NOTES
1
06130!87 15:14:00
HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984
ERROR CORR - 01,02,03,04,05,06
nr.r� nr ca 52 c e cc cb
!`4su..IC
n!iON - 50,s,,sc,s3,s4,ss,�
I8N -PC -XT VERSION
PAGE 6
PAGE 1
THIS RUN EXECUTED 06/30187 15:14:00
"CITRUS.IN" & "CITSUB.IN"
FROM: STA. 227 +08 = 227 +52
TO: STA. 202 +23 = 202 +73
�i
L
u
t
PAGE i
THIS RUN EXECUTED 06130/87 15:13:53
HEC2 RELEASE _DATED INN 76 'UPDATED MAY '1924
CO R 0l 7 0� 05 `6
ERR CORR - � �. � - } �
MODiFICAT =GN - 50,51,52,5$,54,55,56
IBM -XT 'VERSIi,N
FR
Ti DE C LL EZ "CYPRESS.IN" SUPERCRITICAL
T! FROM 2 T L28 =
T3 ALL F.L. EL. LOWERED 100' DUE TO HEC2 FORMAT
311 ICHECK INC NI NV IDIR STRT
0. 2, 0. 1. .000x00
32 NPROF IPL'u'T PRFVS XSECV XSECH
-1.000 .000 .000 .000 .000
NC
.014
.01
.014
OT
1.000
2530.000
.000
X'1
22974.000
4.000*
1.000
GR
910.230
1.000
901.230
X1
22948.000
4.000
.000
GR
910.750
.00
901.750
X1
2292.2.. +00
4.000
(TRIAL
GR
910.610
.Goo
901.670
X1
22896.000
4.000
.000
GR
910.60(.:
.000
901.6J0
X1
22870.000
4.000
.000
GR
' 20
910.5
.000
9x1. 1�J
XI
22844.000
4.000
.x00
GR
910.440
.000
901.440
EQ
.000
.0x3
06i•� B7 1 • 13.
METRIC HVINS
.00 " .0
FN ALLDC
.000 - 1.000'
.1xx
.300
.000
.000
.000
.000
25.000
26.000
26.130
1.000
901.830
25.000
26 .000
26.000
26.130
.000
901.750
26.000
22,;!00
26.x00
26.130
.000
901.670
28.000
;O,OnO
26,000
26.130
(TRIAL
901.600
30.000
32.000
26.000
26.130
000
901.520
32.000
34. 000
. 000
.000
.000
901.440
34.000
.000
.000
.000
FC
WSEL
0. 908.640
CHNIM
.000 .000
IBW
.000
.000
26.000
910.830
26.000
910.750
26.000
910.670
26.000
910.600
26.000
910.520
.000
910.440
.000
F9
.000
ITRACE
.000
.000
.000
.000
25.000
.000
26.000
.000
28.000
.000
30.000
.000
32.000
.000
34.000
.000
5ECN0 DEPTH
CWSEL
CRIWS
NSELK
EG
HV
HL
GLOSS BANK ELEV
D DLOB
OCH
9ROB
ALOB
ACH
ARCB
VOL
TWA LEFTIRIGHT
TIyE 1, 110 B
VC
';ROB
XIL
X,CH
XNR
WTN
ELMIN SSTA
L PE XLCBL
,LCH
XL!
(TRIAL
IOC
ICONT
CORAR
TOPWID ENDST
L � _ALDCJL- - EL �.� ..�, C i U190
. 01)A,
.x00
.000
.000
.000
.000
.000
.000
.000
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.000
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.1'00
.000
. ti00
.000
.000
.000
.000
.000
.000
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.000
.000
.000
.000
PAGE 2
0. 910.83
0.
14 .000 901.83 1.00
O
*Q-ECNG 22948.0
3 HV
CHANGED MORE THAN HYINS
22Y4O . �V 5.1 Y07 . 19 9O8 ^ 39 .V0 912.14 4.95 .10 .12 910.75
2530, V. 250. V, O. 142. V. V. O. 910.75
.0N .VO D.86 .00 .O!4 .014 .014 .000 901.75 .VO
.��� 26, 26. �, �V 8 V .OV 26.00 26.00 O
*S[CNU 22922.000
3301 HV CHANGED MORE THAN HV[NS
22922.00 4.81 706.48 908.00 .OV 911.95 5.47 .13 .05 910.67
� 253O, V. 25JC V. O. 135. O. O. O, 910.67
.00 .VO 0.77 .00 .014 .014 .014 .OVO 901.67 .00
.00570 9 26, 26. 26. 18 8 V .VO 2R.00 28.00
�~
~~ *S[CN0 22896.000
22896.00 4.36 YV5.Y6 9O7.62 .00 91i.76 5.80 .16 .03 910.60
2530, V. 253O. V, V. DL 0. O. O. Y0,60
0 .00 .00 B.33 .VO .014 ,014 .014 .00O 901.60 .00
~- .006515 1416, 'IA. ' 7 U 0 .00 30.00 30.00
O
� *SECNU 22870.000
? 00 4.01 9 05,53 907.2 911.56 6.0 .18 .02 910.52
2530, V. 2530. V. O, \28. 0. O. O. 910.52
.OV .00 19.71 .VV .V1� .014 .014 .00O 901.52 .00
.007 26. 26. 1 -6, O 11 V .00 32.00 32.00
O
\
�
06/30/87 15;13-53 PAGE 3
� SECUO DEPTH CMSEL CKlWS WSBLK E8 HV HL 0L0SS BANK EL[V
Q QLO8 QCH Q8O9 ALOG ACH AR0B VOL TWA LEFT/RIGHT
TIME VLOB YCH YRO8 XNL XNCH XN8 WTN [LM[N SSTA .
SLOPE XLD8L XLCH YLO8R lTRlAL [DC lC8NT CO8AR TUPWlU ENUST
*SECMU 22844.000
22844.OV 3.73 9V5.- . 7 9V6.YY .O0 911.35 6.17 .20 .� 910.44
-- 2530. V. 253O. V. O. 127. O. O. O. Y0.44
.O0 .00 19.Y4 .VV .01 .014 .014 .00O 901.44 .00
��� � . � . � 9 U V .00 34.00 OV 34.00 0O
^
O
�
PKOFlL[ FOR STREAM L. EL. L OW: [RBD 100' UUE
PLOTT8D PO[NTS 0Y PRlOK�TY>-E-EK[RGY'W SURFACE"l-lNV[RT W.S.,L-LEFT 8ANK,K-RIGHT 8ANK,M-LOWER [ND ETA
ELE;ATlDN 90i. �0. 9�3. 9S4. 905. 906. 907, 908. 909, 9N,
��CUO CXKUlS
2
' NC '[
����.�� �. . ^ . . . ` . . ^ ^ . �
L E
C
E
C
C
C
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1
1
1
1
fi
THIS RUN EXECUTED 06!34/07 15:13:59
HEC2 RELEASE DATED NOV 76 UPEATED MAY 1964
ERROR CORR - O1
MODIFICATION - 54,51,52,53,54
IBM -PC-IT VERSION
NOTE- ASTERIE% ± #; AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
.L. EL. LOWERED
1 DUE
C
�E
W C
L
E
S; 'MMARY PRIM IT!
�.
C
L
E
22948.411!
3 .
.W C
L
E
35.
W. C
ELTRD
ELLC
ELM IN
D
40.
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EG
1OKfS
VCH
AREA
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^^974.
L
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.
9:1.8.
$c. I
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L
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30.00
2'22.7 +,1
55, .
W C
W C.
L
L
E
E
64.
C.
L
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26. 0 0 21.4
44
.11:0
W C.
L
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908.39
912.14
I
.w C
L
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1 7 28 96.00
I .
Bill. i
'
C
L
L
E
E
95. I
W. C
�29:_.���st
94. i
W. C
L
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253:!.44
946.49
95. I
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L
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134.76
734.85
144. I
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L
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22074.44
145. i
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L
L
E
E
Ir.
134.41
110. 1 .
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C
L
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941.52
115, I
W
947.29
911.56
72.85
1 1 9.71
128.39
W .0
L
E
125. I
W .0
L
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22044.44
134. I
W C
L
E
76 :11:11
j
.::i
741,44
PAGE
4
946.99
46/34107
15:17:53
19.9
126,c8
:83,87
E
C
C
C
O
1
1
1
1
fi
THIS RUN EXECUTED 06!34/07 15:13:59
HEC2 RELEASE DATED NOV 76 UPEATED MAY 1964
ERROR CORR - O1
MODIFICATION - 54,51,52,53,54
IBM -PC-IT VERSION
NOTE- ASTERIE% ± #; AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
.L. EL. LOWERED
1 DUE
S; 'MMARY PRIM IT!
TAB! L P ' `f.
P
SEC "dO
XLCH
ELTRD
ELLC
ELM IN
D
CWSEL
CRIWS
EG
1OKfS
VCH
AREA
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^^974.
.
9:1.8.
253O.00
908.64
949.82
912.36
30.00
15.48
163.44
46..92
00
26. 0 0 21.4
44
.11:0
701.75
2530.40
947.19
908.39
912.14
47.06
17.86
141.59
368.8
�29:_.���st
25,;;
;;�
.�u
9 {:;.6E
253:!.44
946.49
949,04
911.95
57.09
:8.77
134.76
734.85
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22895. v:'0
r
26..'J
,
253'3.00
945.96
941.62
911.76
65.35
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134.41
'12.7
941.52
2534.0)
945.53
947.29
911.56
72.85
1 1 9.71
128.39
296.42
2YE4,t
76 :11:11
,.,
.::i
741,44
25'01.44
945.17
946.99
911.35
79.43
19.9
126,c8
:83,87
PASE 5
�2.4� 9O2'72 .00 Q05.86 3.41 .23 '01 705.49
30VO . �NV. V. 0. 202, 0. 4, 1. 905.49
��
- .02 .0V id.R2 .0O .V14 .014 .014 .000 096.49 .00
.0026 86. H. 86, 6 5 V ,00 34.00 34.00
06 087 15 9-45 PAGE 7
~~ SECN0 DEFTH CWSEi CRT NS[LK E8 Hy HL 0L0SS BANK ELEV
Q 1118 QCH HIP, ALUB ACH 1801 11 TWA L[FT18
TIME VLOB VCH V8O8 XNL XNCH XN8 WTN [LMlN SSTA
SLOPE XLO8L XLCH XLOBR !TRIAL lDC lC0NT CU8AR TOPWlD ENDST
pm
L *SECNO 21698.000
7185 MINIMUM SPECIFIC ENERGY
21698.00 6.11 YV2'J7 9O2.44 .OV YO5.5U 1.20 .22 .O6 915.23
� 7 1000. 0. 3OVO. O, O. 209. O. 4. 1. 905.23
.O2 .VV 1 .00 .014 .0 .014 .00O 896.23 .00
,00245: 86, 86. .96. 0 8 0 .00 34.00 34.00
*S[CNO 21612.000
2\6O.00 5.94 901.Y1 ?02.20 .OV 905.33 3.42 .22 .02 904.97
3000. 0. 3000, V, V, DD, O, 5, 1. 904.97
�- .02 .0O 14.85 .00 .014 .014 .014 .000 '895.97 .00
m�
.002 86. 86. 66. Y 5 0 .00 34,00 34.00
O
� *SECKU Z15Z5.00O
~~ 7185 MINIMUM SPECIFIC ENERGY
21525.00 6.06 901.77 9O1.92 .00 905.06 3.29 .23 .04 904.71
3000. V. 3000. V, 0. 206. O. S. 1. 904.71
.02 Out 14.56 .V� .014 .014 .014 .000 U95.71 .00
.002556 86. 86. B6. 2 8 V .00 34.00 34.00
V
*SECNU 21439.000
21439.00 5.96 901.11 901.66 .0 7"! 904.82 3.41 .23 .01 904.45
300O, V. ' 1' V. 1 2 0 2 O. 6. 1. 904.45
� .O2 .00 14.83 .014 .014 .014 .000 895.45 .OV
.��1A A. 86. 86, 86, 5 8 V .00 34,00 34.00
O _
�
*SPEND 21��4.N0
2|4|4,0 _ 6.16 901.54 901.56 904. 56 .0O 904. 3.14 .06 .08 904.36
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06/3N0 15:23: 31 PAGE 6
THIS
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HEC2 RELEASE CA?ED NOY 76 UPJATEO mV 1984
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MODIFlCATlON - 50.5\^52,53,54/55'56
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15/23:
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DROP lN ELEYA
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PAGE
THIS RUN EXECUTED 06 15:23:46
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THIS RUN EXECUTED 06 15:23:46
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06/30/87 15:7":'7
PAGE 3
�
S[CXO DEPTH
CNSE
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EG HV
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GLOSS BANK EL[V
Q GLOB
QCH
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ALU8
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VOL
TWA LEFT/RIGHT
TIME VLO8
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.
SLOPE �L�8L
X! --p
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ENDST
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CRl7lCAL DEPTH TO
BE CALCULATED AT ALi
CRUSS SECTIONS
CC�V= .0V CEHV=
.3VV
*SECNO 2VV9G.O00
2V098.0V 4.80
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PAGE 6
8E[�0 U[P7K
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HV
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BANK EL[V
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PAGE 7
3 2.` 0 . 3203. .. O. 99. 0. 4. 1. 870.84
-- .01 .00 32.40 .013 .014 .014 .014 .000 862.85 .00
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0
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,__ .019171 40. 40. 40. 10 14 0 .00 20.00 20.00
I 0
1
PROFILE FOR STREAM .L. EL. LOWERED 100' DUE
1
PLOTTED POINTS (BY PRIORITY)- E- ENERBY,W -WATER SURFACE,I- INVERT,C- CRITICAL W.S.,L -LEFT BANK,R -RIGHT BANK,M -LOWER END STA
•
ELEVATION 860. 865. 870. 875. 880. 885. 890. 895. 900. 905.
I SECNO CUMDIS
20098.00 0. . . . . . . . I . M C LE .
10. . . . . I . W C LE .
•
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90. . . . . . I. M .0 L E. .
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110. . . . . I . M .0 L E.
120. . . . . . . I. W C L E.
19973.00 130. . . . . . . I. M C L E.
r- 140. . . . . . 1. M C L E. .
19948.00 150. . . . . . . I . M C. L E . .
160. . . . . . . I . M C. L E . .
170. . . . • . . I . M C.L E . .
19923.00 18C. . . . . I . M C.L E . . .
190. . . . . . . I . W C.L E . • .
19898.00 200. . . . . . . I . N C L . E .
210, . . . . . . I . M CL. E . i
220. . . . . . . 1 . M CL. E . .
19873.00 230. . . . . . . I . M CL. E . .
240. . . . . . . I . M CL . E . .
19848.00 250. . . . . . 1 . M CL E . .
260. . . . . . .1 . W C . E . .
270. . . . . .I . M C . E . .
1952:.00 2E. . . . . . I . M LC . E . .
290. . . . . . I . M C . E . .
19798.0' 300. . . . . . I. . M LC . E . .
310. . . . . . I. . W LC . E . .
320. . . . . . I. .WLC . E.
19773.:0 330. . . . . . I . . M L C . E. .
340. . . . . . I . . WL C . E . .
19748.x0 350. . . . . . 1 . . LM C . E . .
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370. . . . . . I . . W C . E .
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11'708. :0 390. . . . . . I . WL C . E .
4.. . I WL C . . .
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on
THIS RUN EXECUTED 06/3007 15:32'46
�I2 RELEASE DATED NOV 76 UPGAT[] MAY 1984
ERROR "ORR - 01`O2.O3.�4,05.O6
110DlFlC0JlDN - 5-0'51/52.53^5�,55'56
0M-P[-XT Y[RS{ON
NOTE- ASTERISK (f" �T 'EFT ni nPHS-SE NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
,L. EL. LOWERED 00' D UzE
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�I2 RELEASE DATED NOV 76 UPGAT[] MAY 1984
ERROR "ORR - 01`O2.O3.�4,05.O6
110DlFlC0JlDN - 5-0'51/52.53^5�,55'56
0M-P[-XT Y[RS{ON
NOTE- ASTERISK (f" �T 'EFT ni nPHS-SE NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
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06/30/57 14:59.04 PAGE 6
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THIS RUN EXECUTED A6/3V/G7 1�:5V�38
44.*44 #444x*** +444,1- .*E4 }t*tiEfsox. x444 #444444.+*4x+
NOTE- ASTEFISK 00 AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
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SECNO XLCH ELTRO ELLC ELMIN 0 CWSEL CRIWS E6 10K*2 VCH AREA .01K
18076.000 .00 .00 .00 956.28 3480.00 962.68 964.62 969.83 59.72 21.46 162.18 451.82
12056.000 20.00 .00 .00 956.18 3480.00 962.87 964.59 969.59 53.68 20.79 167.36 474.08
18020.000 36.00 .00 .00 955.99 3480.00 962.72 964.40 969.38 53.26 20.71 168.04 476.86
17984.000 36.00 .00 .00 955.80 3480.00 962.55 964.22 969.17 52.53 20.65 168.52 478.80
r--- 17948.000 36.00 .00 .00 955.62 3480.00 962.36 964.03 968.98 52.0 20.65 168.55 478.91
17910.000 37.00 .00 .00 955.42 3480.00 962.17 963.83 968.79 52.75 20.64 168.60 479.14
7-- 17873.000 37.00 .00 .00 955.23 3480.00 961.98 963.64 968.59 52.x9 20.63 168.66 479.40
17836.000 37.00 .00 .00 955.03 3480.00 961.79 963.45 968.39 5 20.63 168.73 479.65
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17651.000 92.00 .00 .00 954.08 3480.00 960.82 962.49 967.42 52.2 20.62 168.75 479.73
17559.000 92.10 .00 .00 953.60 3480.00 960.36 962.01 966.93 52. 20.57 169.15 481.36
17467.000 92.00 .00 .00 953.12 3480.00 959.88 961.53 966.45 52.: 20.57 169.20 481.60
17413.000 54.00 .00 .00 952.84 3480.00 959.61 961.25 966.16 52.TT 20.55 169.35 482.18
1 25.00 .00 .00 952.71 3480.00 958.57 960.68 965.94 64.:f 21.78 159.80 434.49
17303.000 25.00 .0A .00 952.58 3480.00 957.80 960.11 965.71 74.14 22.56 154.22 402.82
17338.000 25,00 .00 .00 952.45 3480.00 957.21 959.63 965.48 83.E 23.08 150.79 379.81
17313.3010 25.00 .00 .4 952.32 3480.00 956.68 959.19 965.23 92.11 23.46 148.34 361.04
06130 87 14:50:25 PAGE 7
NAL F.L. EL. FROMRADIN
I I T -•
SUMMARY PRI�.:T OJT TABLE 150
EEC:O E wWEEL DIFWSP DIFWSX DIFKWS TOPWIO XLCH
:S0 7451.c0 952.58 .00 .00 .00 25.34 .00
3439..0 =6 =.E7 .0C .19 .00 25.00 20.00
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hODlFICATl3N - 5O.5�'�2`53,54,55,56
IBM-PC T YERS[OX
****+***e+***************+44*^******+***+*******
PAGE 8
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IBM-PC T YERS[OX
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PAGE 8
PAGE 1
THIS RUN EXECUTED 06/301 14:5 _
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PAGE 5
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r TRIALS T C1S
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3720 CRITICAL DEPTH ASSUMED
12600,000 10.60 934.16 934.16 .00 937.77 3.61 .05 .28 933.56
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3280 CROSS SECTION 12575.00 EXTENDED .06 FEET
3301 HV CHANGED MORE THAN „FINS
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0
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0
06/30/87 14:10:15 PAGE 9
SECNO DEPTH CNSEL CRIWS NEELK EG HV HL GLOSS BANK ELEV
D
ROB 2CH ORB ALOB ACH AROB VOL TWA LEFT /RIGHT
TIME YLOB VCS VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
.SECNO 12525.000
12525.00 9.61 932.57 933.57 .00 937.45 4.89 .07 .03 932.96
4500. 0. 45000. 0. 0. 254. 0. 4. 1. 932.96
.01 .00 17.74 .00 .014 .014 .014 .000 922.96 .59
.002920 25. 25. 25. 12 8 0 .00 40.82 41.41
0
*SECNO 1
12500.300; 9.44 932.00 933. 7.8 .00 937.35 5.15 .08 .03 932.76
45)0. 0. 45000. 0. 0. 24 0. 4. 1. 932.76
.1 .00 15.21 .00 .014 .014 .014 .000 922.76 .83
:007.32 25. 25. 25. 17 8 0 .00 40.33 41.17
PROFILE FOR STREAM NAL F.L. El. FROM GRADIN
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06/3O/87 �4:10��5 PAGE 12
F.L. [L. FR[� GRA�IK
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06/3O/87 �4:10��5 PAGE 12
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-- 3723 CRITICAL DEPTH ASSUMED
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06/30/87 13:35:07 PAGE 4
SEM DEPTH OWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV
ROB QCH URN ALOE ACM AROB VOL TWA LEFT/RIGHT
TIME VL08 VCH VROB XNL XNCH XNR WIN ELM[N SSTA
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06.:0:27 :::35:07 PAGE 13
50 ARf OF ERRORS ;,ND EFEOAL SITS
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