APPENDICES
TO 1liE
FINAL REPORT
SOUfH BRANCH, UPPER CARMACK
SUB-BASIN MANAGEMENT STUDY
PHASE II

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APPENDICES
TO THE
FINAL REPORT
SOIJI'H BRANal., UPPER CARMACK
SUB-BASIN MANA£lF1dENT STUDY
PHASE II

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.

Prepared by:
ll!OBERT It.. miAND,

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P. E.

Drainage & Flood-Control Engineering
1 W. William Carey Street
Tucson, Arizona 85747
(602) 762-5668

Prepared for:
Pima County
Department of Transport at ion
and
Flood Control District

201 North Stone Avenue
Tucson, Arizona 85701-1207

July 24, 1992

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Appendix A

Summary Input/Output Listing for 101!120.DAT & 101II120.DAT
including associated Scour Computation Sheet for Problem Area
A (see accompanying 5 1/4" diskettes for complete HEC-2 data
files)

I o\ :C \7...0. D.b..l

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ll:28:38

PAGE

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!HIS RUN EXECUTED 5/14192

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HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989

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ERROR CORR - 01,01,03
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SPLIT FLOi 8EIHG PERFORHEO

SF

SPLIT FLOi ANALYSIS SECIIOHS 112 - 115

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95 2584.0
110 1584.6

2. 6
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85 2588.9

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SEC 114 TO 115
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114
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0 2584.6
60 2586.0
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120 2587.0

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180 2590.0

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11:28:38

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5/14/!1

11
T1
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11:18: l8

PAGE

South Branch Upper Camck Sub-Basin !g1t Study
Prepared for Pi1a County under Contract 107-0H-115368-0891
Shadow !tn. Orainageway 5-year

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SEC ll3 TO 114

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11:28:38

South Branch Upper Car1ack Sub-Basin Hg1t Study
Prepared for Pi1a County under Contract 07-0H-115368-0891
Shadow Htn. Orainageway 15-year

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2 2582.141 2583.938 113.000 114.000

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2 2583.938 2587.240 114.000 115.000

2 2579.962 2182.141

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11:18:38

PAGE

South Branch Upper Cmack Sub-Basin Mg1t Study
Prepared for Pita County under Contract 07-0H-115368-0891
Shadoo Mtn. Orainageoay 100-year

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1584.110 1587.451 114 .000 115.000

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11:28:38

PAGE

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!HIS RUN EXECUIEO 5/14/92

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11:29:51

••••••••••••••••••••••••••••••••••••••••••••••••••
HEC2 RELEASE DArED SEP 88 UPDAIED SEPI 1989

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NOOiflCAIION iiltiiliiliiiittttiiiitiiititttititltitiiiitiittit

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SUNNARY PRIHIOUI

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101.000
101.000
101.000

2540.40
2540' 74
2540.97

1.87
2. 61
3.15

4.87
5.56
6. 29

1.34
2.13
2.83

22' 55
73.82
134.42

170.60
241.57
309.09

12.85
69' 61
159.55

2.40
2. 74
2. 97

101.500
101.500
101.500

2542.36
2542.85
2543.13

1.82
2. 84
3.65

5. 32
5.55
6.14

. 04
1.79
2. 39

14.03
86.39
175.57

191.96
281.96
312.06

. 01
16.64
55.41

102.000
102.000
102.000

2544.54
2544.90
2545.24

2.72
3.81

us

5.48
6.44
6. 72

1.76
2.52
2.41

72.59
176.66
292.76

126.87
183.04
225.74

103.000
103.000
103.000

2546.30
2546.70
2547.01

. 88
1.59
2.17

3. 24
4.08
4.99

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1.59
2.17

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9. 99
27.49

103.500
103.500
103.500

2548. 77
2549.30
2549.77

. 00
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5.64
6.65
7.60

. 00
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104.000
104.000
104.000

2551.81
2552.41
1552.72

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5. 69
5. 81
5.90

105.000
105.000
105.000

2555.38
2555.96
2556.39

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106.000
106.000
106.000

2560.55
2561.11
2561.40

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112' 72
176.22
198.31

2189.93
2173.15
2161.68

2346.75
2360.00
2360.00

2. 36
2.85
3.13

63. 30
127.19
162.55

1058.63
1050.17
1045.19

1182.12
1198.25
1207.74

6. 54
25.31
84.55

2. 54
2.90
3. 24

81.78
95.84
187.27

2301.83
2296. 56
2291.41

2383.61
2392.40
2478.68

203.29
357.01
526.05

1.74
17.99
49.51

1. 80
2. 20
1. 51

8D.75
109.66
130.48

2182.59
2172.26
2164.83

2263.34
2181.93
2295.31

. 00
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206.00
385.00
603.05

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1.47
2.00
2.41

37.70
42.99
47. 71

2193.08
2191.75
2190.57

2230.77
2234.74
2238.29

.00
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1.32

.00
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205.00
359.76
467.24

. 00
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6. 81

1.51
2.11
1.41

32. 75
61.50
82.89

1071.12
1065.22
1061.71

1103.88
1126.72
1144.60

6.15
7.00
6.88

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205.00
360.00
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1.78
2.36
2.79

28.84
34.55
47.15

1039.62
1035.34
1031.14

1068.46
1069.89
1078.28

5. 92
6. 37
6.69

.00
. 00
.00

. 00
. 00
.00

105.00
360.00
47U5

.00
.00
. 00

2.55
3.11
3.40

32.92
45.86
52.68

1074.46
1068.92
1066.00

1107.38
1114.78
1118.67

~

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...
...
I
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I

41

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1/14192

,.

i1:28:38

PAGE

SECMO

CiSEL

107.000
107.000
107.000

256U1
2564.89
1561.10

. 00
. 00
.00

6. 04
6. 66
6.99

. 00
.00
. 00

. 00
. 00
. 00

205.00
360.00
474.01

.00
. 00
. 00

2.32
1. 89
3. 20

108.000
108.000
108.000

1168. 63
1569.11
2569.11

. 00
. 00
. 00

1.69
6. 07
6.ll

. 00
. 00
.00

.00
. 00
. 00

205.00
360.00

nus

. 00
. 00
. 00

109.000
109.000
109.000

1171.19
2511.19
2172.18

.00
. 00
. 00

6. 30

.00
.00
. 82

.00
.00
. 00

201.00
360.00
413.91

110.000
110.000
110.000

2513.71
257U9
257U3

.00
. 00
. 00

6.25

.. 00
. 00
.00

.00
.00
. 00

105.00
360.00

111.000
111.000
111.000

2576.09
2576.64
2576.94

. 00
. 00
. 00

5. 91
6.H

6.15

. 00
.00
.00

111.000
111.000
112.000

1579.38
1179.96
2180.49

. 00
.00
.00

6.16
6. 91
5. 93

113.000
lll.OOO
113.000

2581.61
2582.H
2582.16

.00
.70
1.63

r

lll.OOO
IH.OOO
114.000

2583.45
2583.94
258l.l2

I
'

111.000
111.000
111.000

il08

YCH

YROB

QLOB

OCH

QROB

DEPTH

TOPiiO

SS TA

EMOST

30.61
40. 53
46.07

1092.19
1088.35
1081.97

1123.21
1128.87
1131.04

2.43
2.95
3. 21

37 .37
11.78
18 .76

1026.61
1019.66
1016.24

1063.98
107l.H
1075.00

.00
. 00
.13

2.!9
2.19
3.18

26.91
31.92
39.77

1031.03
1031.04
1021.02

1060.97
1063.96
1066.79

1.15

m.os

. 00
. 00
. 00

2. 39
2.73

11.49
37.46
43.94

1011.88
1006.45
1003.36

!039.37
1043.91
1047.30

. 00
. 00
.00

205.00
360.00
474.05

. 00
.00
. 00

1.69
2.24
2. 54

31.90
IUD
51.02

1014.01
1017.58
1014.10

1051.91
!061.89
1065.12

.00
. 00
.00

.00
. 00
. 00

201.00
360.00
W.OI

•00
. 00
. 00

1.78
2. 36
2. 89

28.82
34.62
7U3

1044.64
1040.29
1015.49

!073.15
!074.90
1090.32

5. 93
6.86
6.86

. 00
.00
. 00

.00
.35
12.18

205.00
359.61
461.53

.00
•00
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1.21
1.74
2.16

32.14
41.87
61.00

1026.12
1017.97
1000.00

!058.36
1019.84
1061.00

.00
1.02
1.70

U2
5.99
1.03

.00
. 00
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2.18
8. 39

205.00
317.82
466.61

. 00
. 00
. 00

us
1.94
2.12

33.86
48.48
53.37

1021.48
1012.34
1007.99

1019.34
!060.81
1061.36

2186.94
1187.24
2587.45

. 00
. 00
. 00

U7
5.12
6.16

.00
.00
. 00

. 00
.00
.00

105.00
360.00

. 00
•00
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1.94
1.24
2.45

61.78
61.11
68 .IS

1007.64
1006.90
1006.37

1069.43
!072.40
1074.52

115.500
111.100
115.500

2588.51
2589.16
2589 .IS

.00
.00
. 00

6. 56
1.45
1. 92

.00
.00
. 00

.00
.00
.00

105.00
360.00

m.oo

•00
.00
•00

2. 51
3.16
3.55

13.85
18.11
31.63

1037.H
103l.l9
1032.25

1061.28
1062.90
1063.88

116.000
116.000
116.000

1192.04
2592.26
2592.11

. 01
1.20
1.55

3.97
U9
I. 20

. 05
1.20
1.55

. 00
1.11
3. 53

105.00
358.25
469.46

.00
. 63
2. OJ

1.04
1.26
1.11

106.71
116.23
122.57

1053.91
1047.84
1043.79

1160.62
1164.07
!166.37

117.000
117.000
111.000

2597.91
2598.43
2598.51

.00
1.33
1.70

5.64
U3
5.54

.00
2.05
1. 60

. 00
4.83
8.79

205.00
269.57
334.58

. 00
85.60
131.63

1.91
2.43
2. 51

38.13
162.96
169.43

1080.93
1062.99
1059.65

1119.07
1221.95
1229.08

118.000
118.000
118.000

1603.57
1603.81
1603.89

. 00
.00
. 00

uo
uo

l.l6
2.18
1.73

•00
.00
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170.33
232.99
286.78

3U7
117.00
188.22

2.07
2. 31
2.39

170.82
181.64
184.91

1191.13
1190.93
!190.57

!361.95
1371.57
1375.48

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SIH/92

11:28:)8

P!GE

SECHO

CiSEL

VLOB

1!9.000
119.000
119.000

2610.21
2610.80
2611.01

. 00
.85
1.54

5.55
5. 16
5. 21

1.18
2. 31
2. 50

120.000
120.000
120.000

2614.62
2615.01
2615.23

1.86
3.13
3.88

5.54
6.62
7.ll

2.09
3.46

VCH

VROB

us

QLOB

.00

QCH

QROB

DEPTH

TOPilO

SST A

EHOST

32.49

203.54
313.62
369.11

1.45
42.21
12. 79

2.21
2. 80
3. 01

46.29
H8. 95
198.84

1!80.56
1111.74
1073.84

1226.85
1260.69
1272.68

9. 87
40. 59
67.13

179.63
266.69
326.01

15.50
52. 72
81.86

2. 62
3.01
3.23

57.07
60.00
60.00

1037.93
1035.00
1035.00

1095.00
1095.00
1095.00

Ul

43

r
r

5!W92

11:18:38

PAGE

H

Shadow Htn. Orainageway
SUHHARY PRINTOUT

!': "'
r

SECHO

CiSEL

CR!iS

EG

JOI. 000
JOI. 000
101.000

2540.40
2540.74
2540.97

2540.40
2540.74
2540.95

2540.11
2541.07
2541.35

.00
. 00
•00

JOI.500
JOl.SOO
JOl.SOO

2542.36
2542.85
2543.J3

2542.36
2542.85
2543.J3

2542.78
2543.23
2543.56

J02.000
J02.000
J02. 000

2544.54
2544.90
2545.24

254U4
25!4.90
2545.24

,..

103.000
JOJ.OOO
!03. 000

2546.30
2546.70
25l7.0!

,..

103.500
103.500
103. 500

Hl

OLOSS

ELHIN

JOIKS

. 00
. 00
. 00

2538.00
2538.00
2538.00

111.11
138.30
141.77

. 00
. 00
.00

. 00
. 00
. 00

1.23
1.50
1.84

. 72
.74
. 79

2.J8
2. 00
2. 04

-. 2J
- .J5
-.11

2540.00
2540.00
2540.00

J8l.S2
J66. 30
170.07

J6.67
J6.67
J6.6 7

J20. 00
J20.00
J20.00

1.17
l.SJ
I. 84

.92
. 8J
. 82

2544.87
2545.3J
2545.66

1.95
2.04
1.79

.J2
-.OJ
.J2

2542.00
2542.00
2542.00

J62. 09
170.30
118.81

J6.67
J6.67
16.67

J20.00
J20. 00
120.00

1.56
2. OJ
2.08

. 78
. 82
. 79

2545.96
2546.37
2546.75

2546.46
2546.94
2547.35

1.57
1.62
1.69

. 02
•02
. OJ

25!4.50
25!4. 50
254UO

90.66
92.23
107.92

18.52
18. 52
18.52

135.00
135.00
135.00

•59
. 84
1.18

. 56
. 59
. 66

2548.77
2549.30
2549.77

2548.77
2549.30
2549.77

2549.26
2549.99
2550.67

4.44
4. 00
3.95

·1.93
-1.20
-1.03

2547.30
2547.30
2547.30

306.41
275.80
272.43

I9. 31
I9. 31
19.31

145.00
115.00
145.00

1.85
2.32
2.83

1.01
1.01
1.04

104.000
104.000
104.000

2551.8!
2552 .II
2552.72

2551.77
2552.38
2552.67

2552.31
2552.94
2553.25

3.05
2. 94
2.55

.00
. 02
.04

2550.30
2550.30
2550.30

!59. 87
159.94
129.57

20.69
20.69
20.69

115.00
145.00
145.00

1.10
1.13
1.10

. 96
. 96
.89

105.000
105.000
105.000

2555.38
2555.96
2556.39

2555.38
2555.96
2556.39

2555.97
2556.72
2557.J2

2. 82
2.61
2.58

-.11 2553.60
. 05 2553.60
-.I 9 2553.60

176.18
163.06
161.11

20.63
20.63
20.63

160.00
160.00
160.00

1.27
1.5!
1.47

I. OJ
1.01
1.00

106.000
J06. 000
J06.000

2560.55
256J.11
2561.40

2560. 55
2561.11
2561.40

2561.10
2561.74
2562.09

3.14
2.94
2. 88

-.07
-. 07
-.06

2558.00
2558.00
2558.00

184.61
173.06
J69 .J7

25.88
25.88
25.88

170.00
170.00
J70.00

1.21
1.33
1.42

1.02
1.01
1.02

J07.000
107.000
107.000

2564.32
2564.89
2565.20

2564.32
2564.89
2565.20

256U9
2565.58
2565.96

2.60
2.46
2.38

.04
.04
.05

2562.00
2562.00
2562.00

J79. 56
169.84
164.38

27.59
27.59
27.59

145.00
145.00
145.00

1.24
!.II
1.51

1.01
1.02
I. 02

,..

108.000
108.000
108.000

2568.63
2569.15
256UJ

2568.63
2569.15
2569.11

2569.13
2569.72
2570.05

2.48
2. 24
2.25

-.07
-. 01
-.05

2566.20
2566.20
2566.20

I90.83
172.!4
173.16

32.31
32.31
32.31

130.00
130.00
130.00

1.15
1.23
1.35

1.02
I. 00
1.02

r

109.000
109.000
109.000

2571.19
2571.79
2572.18

2571.19
2571.79
2572.18

2571.81
2572.58
2573.03

2. 53
2. 37
2. 24

.15
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2569.00
2569.00
2569.00

174.11
163.15
154.40

19.31
19.31
19.31

145.00
145.00
145.00

1.31
1.56
1.62

1.01
1.02
1.00

110.000
110.000
110.000

2573.75
2574.39
257U3

2573.75
2574.39
2574.73

2574.36
2575.10
2575.51

2.19
2. 03
2.01

-. 01
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-.03

2572.00
2572.00
2572.00

175.16
162.47
161.06

24.00
24.00
24.00

125.00
125.00
125.00

1.30
1.44
1.53

1.01
1.00
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5/14/91

11:18:38

PAGE

SECHO

CiSEl

CRIVS

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111.000
111.000
111.000

1576.09
1576.61
1576.94

1576.09
1576.61
1576.94

1576.63
1577.19
1577.65

1.67
1.61
1.58

111.000
111.000
111.000

1579.38
1579.96
1580.49

1579.38
1579.96
1580.49

1579.97
1580.71
1581.04

113.000
l1J. 000
113.000

1581.61
1582.14
1581.56

1581.61
2582.H
1581.56

!H.OOO
11UOO
11UOO

2583.45
1583.94
258U2

115.000
115.000
115.000

Hl

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!O*!S

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". 01

157UO
1574.40
1574.40

175.97
170. 50
166.14

15.16
15.16
15.16

95 .00
95. 00
95.00

1.19
l.J4
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1.00
1.01
1.01

1.74
1. 50
1. 80

. 01
.10
·.09

1577.60
1577.60
1577.60

176.91
161.08
180.55

10.65
10. 65
10.65

155.00
155.00
155.00

1.17
1.50
1.10

1.01
1.00
1. 01

1581.16
2582.87
2583.17

1.16
1.85
l.J9

".01
. 04
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158UO
1580.40
2580.40

179. 72
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116.10

13.33
13.33
13.33

120.00
120.00
120.00

1.11
l.JS

1. 01
. 99
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1583.11
1583.73
158U1

1583.81
2584.49
258U8

1.63
1.60
1.63

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. 02
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2582.00
1581.00
2581.00

96. 57
102.57
125.69

12. 31
11.31
12.31

130.00
130.00
130. 00

•76
1.07
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. 76
.81
. 91

1586.94
2587.24
2587.45

2586.94
2587.24
2587.45

1587.28
2587.75
1588.04

3.61
3.68
3.43

·.90
". 86
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1585.00
2585.00
2585.00

191.79
193.62
180,70

15. 79
15. 79
15.79

190.00
190.00
190.00

. 85
1.16
1.27

. 98
1.03
1.02

115.500
115.500
115.500

1588.51
1589.16
2589.55

2588.51
2589.16
2589.55

2589.18
2590.02
2590.52

1. 03
. 96
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.16
.10
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2586.00
2586.00
2586.00

171.74
159.39
153.25

16.6 7
16.67
16.67

60.00
60.00
60.00

uo
1.67
1.81

1. 01
1.01
1. 01

116.000
116.000
116.000

2592.04
2592.26
1592.41

2592.04
2592.26
2592.41

2592.18
2592.61
2592.82

2. 36
2.10
1.93

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-.16
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2591.00
2591.00
2591.00

215.19
199.69
183.58

47.61
47.62
47.62

105.00
105.00
105.00

.69
. 89
. 98

1.00
1.00
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117.000
117.000
117.000

2597.91
2598.43
2598.51

2597.91
2598.43
2598.51

2598.40
2598.70
1598.87

6.88
2. 83
3.61

-.97
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2596.00
2596.00
2596.00

312.79
128.67
163.95

22. 73
22.73
22. 73

210.00
220.00
220.00

1.86
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1.54

1.02
•70
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118.000
118.000
118.000

1603.57
2603.81
1603.89

1603.57
2603.81
1603.89

2603.81
2604.07
160U3

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2.66

1.10
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-.08

2601.50
1601.50
2601.50

123.61
132.76
172.69

27.50
27.50
17.50

200.00
200.00
200.00

.95
1.18
1.60

.67
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119.000
119.000
119.000

1610.11
2610.80
1611.01

1610.11
2610.80
2611.01

1610.68
2611.11
2611.36

6.13
3.90

1608.00
2608.00
2608.00

264.42
166.32
H2.81

28.26
28.26
28.26

230.00
230.00
230.00

1.76

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·1.56
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120.000
120.000
110.000

261U2
1615.01
2615.23

261U2
2615.01
2615.23

2615.05
2615.56
2615.88

2.13
2.18
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. 58
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2612.00
2612.00
2612.00

151.88
162.52
172.76

28.57
28 .57
28.57

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140.00
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1.54
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SINGLE-EVENT SCOUR DEPTHS
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HYDRAULIC/GEOMETRIC PARAMETERS OF TYPICAL FLOW SECTION:
A'-lerzA.t.,E VALJ..>Eb 6&C..i10N~ I I~ ~ II'-!

Design discharge
Energy/bed slope
Hydraulic depth
Max. flow depth
Velocity
Froude No.
Top width of flow
Bottom width of section
Bend angle
Radius of curvature
Width of obstruction (1)
Pier coefficient (1)
Drop height (3)

=
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=
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ft/ft
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fps
ft.
ft.
degrees
ft.
ft.
ft.

r
SCOUR COMPONENTS:
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General-scour depth
Anti-dune trough depth
Bend-scour depth
Low-flow thalweg
Local-scour depth ( 1)
Local-scour depth (2)
Local-scour depth (3)
Computed-scour depth
Safety factor

=

ft.
o .ssa.J'-1 ft.
o.o21...H ft.
ft.
\.0
ft.
ft.
ft.

=

\.q I 02. ft.

=
=
=
=
=
=

=

o.;3oiY

1·3

l

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Adjusted-scour depth
Long-term degradation

=

Design-scour depth

=

'2. .'-\ '0 ~ 3

ft .
ft.

3.o

ft.

=

(1) Relative to bridge piers or other similar obstructions to flow.
(2) Relative to channel constrictions (i.e., roadway embankments).
(3) Relative to abrupt changes in the channel profile (i.e., drops)

I \2,0. DAT

l 0\ JI \2.0. D,t..,.l

r
r

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,; 6/92

!HIS RUN EXECUTED 6/ 6/92

ERROR CORR - 01.02,03
HODIFICA!IOH -

,

.......... .......................................
South Branch Upper Car1ack Sub-Basin Hg1t Study
Prepared for Pi1a County under Contract 107-DH-115368-0891
Shadow Htn. Drainagmy 5-year

""'I

T2
T3

r

Jl ICHEC!

r

IHQ

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2562.0

0

CHNIH

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-1

15

J3 VARIABLE CODES FOR SUHKARY PRINTOUT
38
53

r'
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18:47: 8

HEC2 RELEASE DAlEO SEP 88 UPDATED SEPl 1989

1l

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r

PAGE

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18: II: 8

J6 IHLEQ

54
33
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55
D
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38
67

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STRTDS

56
1
68

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15
11

12

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604
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206
11

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1542.0

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1210.0
2300.0

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2540.0

101.5

11

1110

1145

120

2544.3
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1000.0
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103.0

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3
104.0
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20S
9
1000.0
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135
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160
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170
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106S
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145
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1573.0

145
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w
2S70.0

0
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1000
1S7U

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r

6/ 6/91

PAGE

\8:47: 8

r

r
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r

X1
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113.0

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1582.0

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111.0

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6/n

18:47: 8

PAGE

South Branch Upper Car1ack Sub-Bas!n Hg1t Studv
Prepared for Pi1a County under Contract 07-DH-115368-0891
Shado• Htn. Orainagmy 15-year

J1 I CHECK

IHQ

HIHV

IOIR

STRT

HETRIC

HVIHS

Q

0. 0150
J1 HPROF

I PLOT

PRFVS
-1

mcv

XSECH

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FH

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6/ 6/91

)j

18:17: ;

PAGE

South Branch Upper Car1ack Sub-Basin Hg1t Study
Prepared for Pi .a County under Contract 07-0i-S- 115368-0811
Shado• Htn. Orainagmy 100-year

11
13

J1 !CHECK

INQ

NINV

10 IR

STRI

HETRIC

HV INS

Q

0. 0150
J1 HPROF
15

!PLOT

PRFYS
-1

XSECY

XSECH

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1561.0
FN

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0

-1

fBi

CHNIH

!TRACE
1S

1S

!"'
!I

6/ 6/92

18:l7: 8

PAGE

rl

r

THIS RUH EXECUTED b! 6/92

••••••••••••••••••••• ,••••••••••••••••••••••• *'''*

l8:ll:l0

HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989

!"'

!

r
,..

ERROR CORR - 01,02.03
HODIFICATIOH -

,

............................. ....................

HOTE- ASTERISK

(1)

AT LEFT Of CROSHECTIOH HUHBER INDICATES HESSAGE IH SUHMARY OF ERRORS LIST

!

.
'

Shado• Htn. Orainage•av
SUHHARY PRINTOUT

r

SECHO

CISEL

r

101.000
101.000
101.000

2540.40
2540. 7l
2540.97

1.87
2. 61
3.15

U7
5.56
6. 29

1.34
2.13
2. 83

22.55
73.82
13U9

170.60
2H.57
309.32

12.85
69.61
159.99

2.40
2. 74
2. 97

""

101.500
101.500
101.500

2542.36
2542.85
2543.13

1.82
2. 84
3.65

5.32
5.55
6.H

. 04
1.79
2.40

1U3
86.39
175.89

191.96
281.96
372.55

. 01
16. 6l
55.56

102.000
102.000
102.000

25lU4
25H. 90
2545.24

2.72
l. 81
U6

5.48
6.H
6. 73

1.76
2. 52
2.42

72.59
176.66
293.21

126.87
183.04
226.06

ID3.DDO
103.000
103. DOD

2546.30
2546.70
2547.00

. 88
1.59
2.16

3. 24
4.96

.88
1.59
2.32

. 97
9.98
27.51

103.500
103.500
103.500

2548.77
2549.30
2549.77

. DO
.00
.00

5. 64
6. 66
7.60

. DO
.00
.00

r

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2551.80
2552.41
2552.72

.00
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5.68
5. 80
5. 91

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105.000
105.000
105.000

2555.38
2555.96
2556.39

.00
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106.000
106.000
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2561.11
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112.72
176.22
198.36

2189.93
2173.15
2161.64

2346. 75
2360.00
2360.00

2. 36
2.85
3.13

63.30
127.19
162.57

1058.63
1050.17
1045.18

1182.12
1198.25
1207.75

6. 54
25.31
84.73

2. 54
2. 90
3. 24

81.78
95.84
187.30

2301.83
2296.56
2291.41

2383.61
2392.i0
2478.71

203.29
357.05
523.96

1.74
17.97
52.53

I. 80
2. 20
2. 50

80. 76
109.63
125.24

2182.58
2172.28
2164.76

2263.35
2281.90
2290. DO

. DO
.00
. DO

206. DO
385.00
60UO

. DO
.00
.00

1.47
2.00
2.47

37.69
42. 97
47.74

2193.08
2191.76
2190.56

2230.77
2234.73
2238.31

. DO
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1.33

. 00
. DO
. DO

205.00
359.76
468.12

. DO
.24
6.88

!.50
2.11
2.42

32. 77
61.57
82. 99

1071.12
1065.21
1061.70

1103. 88
1126.78
IIH.69

6.15
7.00
6.88

.00
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205. DO
360.00

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1.78
2. 36
2. 79

28.84
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47.26

1039.62
1035.33
1031.10

1068.46
1069.89
1078.36

5. 91
6.37
6.68

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2.55
3.11
3.40

32.95
45.86
52.75

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1068.92
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1107.40
1114.78
1118.71

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205.00
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6/ 6/92

r

SECHO

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101.000
101.000
101.000

1564.31
1564.89
1565.11

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6.05
6. 66
1. ao

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108.000
108.000
108.000

1568.63
1569.15
2569.41

. 00
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6. 07

109.000
109.000
109.000

1511.19
1511.19
1511.18

110.000
110.000
110.000

r

18:41: 8

PAGE
HOB

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VROB

QLOB

.00

QCH

QR08

O[PTH

:QPiiO

SSTA

ENDS!

.00

105.00
360.00
175.00

. 00
. 00
. 00

1.01
1.89
3.11

30.58
10.53
16.09

1091.61
1088.35
1085.96

1113.19
1118.81
1131.05

6.16

. 00
. 00
. 00

.00
.00
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105.00
360.00
175.00

. 00
. 00
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1.13
1.95
3.11

l/.11
51.18
58.11

1016.59
1019.66
1016.13

!061.01
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1015.00

. 00
. 00
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6. 30
7.H
7.40

. 00
. 00
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105.00
360.00
174.86

. 00
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1.19
1.19
3.18

16.9<
31.91
39.88

1031.03
1031.01
1016.95

1060.91
1063.96
1066.83

1513.15
1511.39
151U3

. 00
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6.15
6.17

. 00
. 00
. 00

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105.00
360.00
175.00

.00
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1.15
1.39
1.13

11.50
37.16
14.00

1011.88
1006.45
1003.33

1039.31
1013.91
1011.33

111.000
111.000
111.000

1516.09
1576.61
1576.95

. 00
.00
. 00

. 00
.00
. 00

.00
. 00
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105.00
360.00
175.00

.00
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1.69
1.11
1.55

31.90
41.30
5!.08

1014.01
1011.58
1011.01

1055.91
1061.89
1065.15

111.000
112.000
111.000

1579.38
1579.96
2580.49

.00
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6.16
6.97

.00
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105.00
360.00

5. 93

. 00
.00
. 00

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m.oo

. 00
. 00
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1.18
1.36
1.89

18.81
31.61
15.03

1011.63
1010.19
1015.ll

1013.16
1011.90
1090.40

lll.OOO
113.000
113.000

1581.13
1582.59
1581.89

. 00
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5. 71
6.87
7.19

.00
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.00
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105.00
360.00

m.oo

. 00
. 00
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1.13
1.19
1.49

35.33
36.18
31.11

1015.00
1015.00
1015.00

1060.33
1061.18
!061.11

114.000
114.000
114.000

1581.05
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158U5

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1.91

6. 03

. 00
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.00
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105.00
360.00
17 5.00

. 00
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1.05
1.51
1.85

35.16
31.11
39.13

1015.00
1015.00
1015.00

1060.26
1061.11
!061.13

115.000
115.000
IIS.OOO

1586. 9l
1587.30
1581.53

. 00
.00
.00

1.66
5.11

. 00
.00

105.00
360.00

5.75

. 00
. 00
. 00

. 00
. 00
. 00

1.91
1.30
1.53

61.80
66.19
69.16

1001.64
1006.16
1006.11

1069.11
1011.95
!015.33

115.500
115.500
115.500

1588.51
1589.18
1589.57

•00
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6. 56
7.39
7. 83

.00
. 00
. 00

.00
.00

105.00
360.00

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. 00
. 00
. 00

1.51
3.18
3.51

13.85
18.81
31.11

1031.13
1031.11
1032.15

1061.18
1061. 9l
1063.91

r

116.000
116.000
116.000

1591.01
1591.16
1591.H

. 05
1.10

3. 97

.05
1.10

.00
1.11
3.53

105.00
358.16
169.16

.00
.63
1.00

!.04
1.16
1.11

106.68
116.18
111.56

1053.93
1011.81
1013.80

1160.61
1161.05
1166.36

r

117.000
117.000
117.000
118.000
118.000
118.000

;

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7.08
5. 91
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6.75

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1.55

1.79
5.10

1.55

1597.91
1598.11
1598.51

•00
1.33
1.10

5. 63
Ul
5. 51

1.06
1. 60

.00
U1
8. 79

105.00
169.17
33U1

.00
85.13
131.68

1.91
1.01
1.51

38.15
161.88
169.15

1080.93
1063.03
1059.64

1119.01
1125.91
1219.09

2603.57
1603.81
1603.89

.00

1.11

.00

uo

. 00

5. 61

1.16
1.19
1. 73

.00
.00
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170,45
133.16
186.58

JUS
116.81
188.11

1.01
1.31
1.39

110.18
181.61
181.95

1191.11
1190.93
1190.56

!361.91
1311.51
13l5.51

. 00

37

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18:47: 8

PAG£

SECHO

CiSH

lJ9. 000
119.000
119.000

1610.21
1610.80
1611.01

. 00
. 85
1.51

5.55
5.16
5.17

1.18
1. 31
1. 50

. 00
1.17
32.15

103. 56
l13. 61
369.77

12.11
71.78

1.11
2. 80
3.01

110.000
110.000
110.000

1611.61
1615.01
1615.13

1.86
3.13
3.88

5. 51
6. 61
7. 31

1.09
3.16
1.18

9. 88
10.59
67.16

I 79.61
166.69
315.96

15.51
51. 71
81.88

1.62
3. 01
3.13

VLOB

VCH

VROB

QLOB

QCH

QROB
l.H

DEPTH

TOPilO

SSTA

£HOST

!180. 58
1111.71
1073.87

1116.79
1160.69
1172.66

57 .0 7 1037.93
60.00 1035.00
60. 00 1035.00

1095.00
1015.00
1095.00

16.11
118.95
198. 79

38

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61 6/92

J8:47: 3

PAGE

Shado• Htn. Orainage.ay

SUHHARY

PRl~lOUl

SEC~O

CiSEL

ems

EG

JOJ.OOO
JOJ.OOO
JO!.OOO

2510.10
1510.71
2510.91

1510.10
1510.71
2510.95

1510.1l
1511.01
251!.35

. 00
.00
. 00

JO!.SOO
JO!.SOO
JOUOO

2512.36
2512.85
2513.13

2512.36
2512.85
2513.J3

2512.18
2513.23
2513.56

r

102.000
J01. 000
J02.000

25H. 51
2511.90
2515.21

2511.51
2511.90
2515.21

I"'
!

J03.000
J03. 000
J03.000

2516.30
1516. 10
1517.00

103.500
J03.500
103.500

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r
r
I"'
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. 00
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1538.00
1538.00
2538.00

1H.ll
138.30
119.75

. 00
. 00
. 00

.00
. 00
. 00

1.23
1.50
1.81

. 72
.71
. 19

2.18
2. 00
2.01

- .11
-. J5
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1510.00
1510.00
2510.00

J8!.52
J66.30
170. 35

J6.61
J6.61
J6.6 I

J20.00
120.00
J20. 00

l.ll
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1.81

.92
. 81
. 82

2511.81
2515.3J
2515.66

1.95
2. 01
1.79

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. J2

2512.00
2512.00
1512.00

J62.09
J10.30
119.JI

J6.61
J6.61
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J20.00
J20.00
J20.00

1.16
2. OJ
2.08

. 18
. 82
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2515.96
2516.31
1516.15

2516.16
2516.15
1511.31

1.51
1.61
1.68

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25H .50
25H. 50
2511.50

90.59
92.35
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18.51
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135.00
135.00
135.00

. 59
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. 56
. 60
. 66

1518. 77
1519.30
2519. 77

1518.77
1519.30
1519. 77

1519.16
2519.99
1550.67

us
Ul
3.95

-1.93
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1517.30
1547.30
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306.61
116.82
171.37

19.31
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111.00
115.00
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1.85
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1. OJ
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1551.80
1551.11
1551.71

1551.77
1551.38
2552.67

2551.3J
2551.91
2553.25

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1550.30
2550.30
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!59 .18
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10.69
10.69
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HS.OO
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1.09
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105.000
105.000

1555.38
1555.96
1556. 39

1555.38
1555.96
1556.39

1555.97
1556.71
1557.13

1.81
1. 61
1. 57

2553.60
. 01 2553.60
-. J9 1553.60

176.08
161.98
160.93

10.63
10.63
10.63

160.00
J60. 00
160.00

1.27
1.1!
1.17

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106.000
106.000
106.000

1560.55
256l.ll
256l.i0

1560.55
256l.ll
256l.i0

156l.!O
1561.71
2561.JO

3.13
2. 91
2.87

-. 06
-. 01
-. 06

1558.00
2558.00
2558.00

181.11
173.06
J68.81

25.88
25.88
25.88

170.00
170.00
170.00

!.2J
l.l3
1.12

1.01
!.OJ
1. 02

107.000
J07. 000
J0/.000

2561.31
1561.89
2565.21

2561.31
2561.89
2565.21

1561.89
2565.58
2565.91

2.62
2.16
2. 39

. 01
. 01
. 05

2562.00
2562.00
2562.00

180.35
169.81
161.69

21.59
27.59
11.59

HS.OO
115.00
HS.OO

1.25
l.H
1.11

1. 01
1.02
1.01

108.000
108.000
108.000

2568.63
1569.15
156UJ

1568.63
1569. J5
1569.11

1569.13
1569.71
2570.06

1.17
1.11
2.16

-. 06
-.OJ
-.05

1566.20
1566.10
1566.20

J90.02
!lUI
173.56

31.31
31. 3J
32. 31

130.00
130.00
130.00

l.ll
1.23
l.l5

1.01
1.00
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109.000
109.000
109.000

2511.19
2511.79
2572.18

257l.l9
1511.79
1572.18

1571.81
1572.58
2573.03

2.53
1. 31
2. 21

.11 2569.00
.13 1569.00
. J9 2569.00

!IU3
163.15
!SUI

19 .31
19.31
J9. 31

HS.OO
HS.OO
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1.31
1.16
1.62

1. 01
1.01
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JJO. 000
110.000
110.000

1513.15
2511.39
2511.73

1573.15
2511.39
2511.73

1511.36
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2575.51

1.19
2.03
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111.96
161.11
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21.00
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21.00

125.00
125.00
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1. 01
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1512.00
2572.00
2512.00

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6/ 6191

J8:47: 8

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111.000
!11.000
111.000

2576.09
2576.64
1576.95

2576.09
2576.64
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2576.63
1577.19
1577.65

1.67
1.61
1.58

lJ1. 000
lJ1. 000
Jl1. 000

1579.38
2579.96
2580.49

1579.38
1579.96
2580.49

2579.97
1580.71
1581.04

113.000
113.000
113.000

1581.
1581.51
1581.89

!581.13
1581.59
1581.89

JJUOO
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114.000

1584.05
1584.54
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111.000
115.000
111.000

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ElHJH

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175.88

2. 74
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1581. H
1583.31
1583.76

1.17
1. 01
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1583.86
1584.35
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1585.11
1585.53

1586.94
1587.30
1587.53

1186.94
1187.14
1587.45

r

115.500
111.500
115.500

1588.51
1589.18
1589.57

r

116.000
116.000
116.000

r
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r
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95.00
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1577.60
1577.60
1577.60

J76. 8J
J61.08
180.53

10.65
10.65
1D.65

J55.00
J55.00
155.00

1.27
1.10
1.10

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1580.40
1580.40
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180.50
167 .17
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13. 33
13. 33
13.33

110.00
110.00
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1.14
1.10
1.70

1.00
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1.77
1.76
1.71

. 01
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1581.00
1581.00
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109.15
114.10
116.43

11.31
11.31
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130.00
130.00
130.00

. 81
1.13
1.31

. 79
. 84
. 87

1587.18
1587.75
1588. OS

3. 61
1. 63
1. 50

-. 77
. OJ
. 01

1585.00
1585.00
1585.00

190.55
163.10
146.38

15. 79
15. 79
15.79

190.00
190.00
190.00

. 85
l.01
1.09

.97
. 95
. 93

1188.51
1189.18
1589.57

1589.18
1590.01
1190.51

1.03

.15

.93

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1586.00
1586.00
1586.00

171.30
115. 77
148.97

16.67
16.67
16.67

60.00
60.00
60.00

1.40
1.64
1.77

l.OJ
1.00
1.00

1591.04
1591.16
1591.41

1591.04
1591.26
1191.41

1591.18
1591.61
1591.81

1. 37
1.11
1.93

-.14
-.19
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1591.00
1591.00
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115.93
100.85
183.76

47.61
47.61
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101.00
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.69
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1.00
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ll7. 000
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1597.91
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1597.91 .1598.40
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1598.51 1598.87

6.87
1. 84
3.60

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1596.00
1596.00
1596.00

311.15
119.15
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11. 73
11. 73
11.73

110.00
110.00
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1.86
1.15
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1.01
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118.000
118.000
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1603.57
1603.81
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2603.57
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1603.81
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2.48
1. 66
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1.10
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160!.50
160!.50
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114.03
133.16
171.20

17.50
17.50
27.50

200.00
200.00
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1.18
1.19

. 67
. 71
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119.000
119.000
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2610.11
2610.80
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2610.11
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2610.68
1611.17
2611.36

6.14
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3.36

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1608.00
1608.00
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165.06
166.31
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18.26
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130.00
130.00
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1. 76
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110.000
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2614.62
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261U1
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2615.05
2615.56
2615.88

1.11
1.28
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1612.00
1611.00
2612.00

151.77
161.52
172.58

28.57
28.57
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140.00
140.00
140.00

1.14
1.04
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lo l1I 12o. DW

r
r
r
r

SINGLE-EVENT SCOUR DEPTHS
\DO-'(R

'

HYDRAULIC/GEOMETRIC PARAMETERS OF TYPICAL FLOW SECTION:
11:, ¢, 11'-\

AvERA,'=fc YAL0E5 SEL"TlON

Design discharge
=
4"15
Energy/bed slope
= Q.OI32.
Hydraulic depth
=
I .J!<>35
Max. flow depth
=
2·1.>1
Velocity
=
:J.OJ
Froude No.
= ---=--Top width of flow
=
a?,.zz,
Bottom width of section =
Bend angle
=
Radius of curvature
=
Width of obstruction (1) =
Pier coefficient (1)
= _ _ __
Drop height (3)
=

r

r
r

r
r

cfs
ft/ft
ft.
ft.
fps
ft.
ft.
degrees
ft.
ft.
ft.

SCOUR COMPONENTS:

r
r

r
r
r
r

General-scour depth
Anti-dune trough depth
Bend-scour depth
Low-flow thalweg
Local-scour depth (1)
Local-scour depth (2)
Local-scour depth (3)

0
ft.
=
= o .to~'3.B ft.
= o. c 'Z.S I
ft.
ft.
= I .o
ft.
=
ft.
=
=
ft.

Computed-scour depth
Safety factor

= \."108'1 ft.
=

I· 3

Adjusted-scour depth = 2 .';2'2..11.. ft.
Long-term degradation =
ft.
Design-scour depth

I"'

=

3·0

ft.

j

,.
'

r

r

( 1)

Relative to bridge piers or other similar obstructions to flow.

(2) Relative to channel constrictions (i.e., roadway embankments).
(3)

Relative to abrupt changes in the channel profile (i.e., drops)

r
,.'

r
r
r

r

,.
I

r
r

r
rI
"'"

l

r
r

r
r
r
r'
r

Appendix B
Summary Input/Output Listing for SBW-D.DAT & JOODJOS.DAT
including associated Scour Computation Sheet for Problem Area
B (see accompanying 5 1/4" diskettes for complete HEC-2 data
files)

srsvJ- D. 'Dt>..T

r

4/28191

H:<l:ll

PAGE

r'

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THIS RUH EXECUTED 4/1B/92
HEC1 RELEASE DATED SEP BB UPDATED SEPT 1989

ERROR CORR - 01,01.03
HODIFTCATTOH UUUUUitttUIUUtUUUtUUtlltlltUUUttll

r

71
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14:43:37

••••••••••••••••••••••••••••••••••••••••••••••••••

South Branch Uooer Car1ack Sub-Basin Hg1t Study
Preoared for Pi1a County under Contract 107-0H-lli368-0B91
South Branch Wash
1-year Design Condition

J1 NPROF

INQ

NINV

IDIR

STRT

0

0

D.D111

!PlOT

PRFVS

XSECV

0

-1

HETRIC

HVINS

0

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D

FN

0

All DC

!Bi

1134.0

0

CHNIH

ITRACE

-1

0

FQ

iSEL

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0

11

J3 VARIABLE CODES FOR SUHHARV PRINTOUT
38
13
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1
14
33

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0
39

16
38
67

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0.1
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0
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0
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GR
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2.0

23

1040

1190

311

300

0

2541.0
2540.0
2142.5
2140.0
2540.0

1000.0
1170.0
1B2D. 0
2210.0
2320.0

2538.0
2541.0
2542.0
2540.0
2540.0

1040.0
1320.0
1930.0
2230.0
2430.0

213B.O
2541.5
2542.0
2538.0
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270
1B20
1110.0
1600.0
2050.0
2245.0
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2536.5
2541.5
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ll35.D
1710.0
2090.0
2255.0

153B.O
2542.0
2142.0
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29

1185

1330

250

250

0

0

0

254B. 0
2545.0
2146.0
2144.6

1000.0
1150.0
1310.0
2070.0

2546.0
2541.0
2548.0
2146.0

ll75.0
1285.0
1660.0
21DO. 0

2544.0
2144.0
2548.0
2546.5

2542.7
2543.3
2546.0
2546.0

1200.0
1320.0
1960.0
2280.0

2544.0
2544.0
2146.0
2544.0

1220.0
1330.0
2040.0
2310.0

XI
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GR
GR
GR
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250
1730
1185.0
1310.0
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1/28/92

14:43:37

PAGE

GR 25H.O
GR 254!.0

2355.0
2570.0

2512.0
2547.0

2365.0
2750.0

25H.O
2546.0

2370.0
2850.0

2545.0
2548.0

3. 5

21

lOll

1230

130

130

GR 2550.0
GR 2548.0
GR 2550.0
GR 2549.0
GR 254!.0

1000.0
1190.0
lHO.O
2000.0
2250.0

2548.0
2546.0
2551.2
2549.0
2548.0

1045.0
1200.0
1565.0
2050.0
2ll0. 0

2547.0
2546.0
2550.0
2548.0
2549.0

140
1565
1075.0
1210.0
1720.0
2140.0
2590. 0

2548.0
2548.0
2548.0
2546.0
2550.0

1095.0
1230.0
1865.0
2190.0
2870.0

181
22

1175
1130

2025
1210

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liS

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2225.0

2552.0
2552.0
2550.0
2550.0

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1395.0
2990.0

1545.0

2450.0

0
2549. 5
2550.0
2548.0
25H.5

1160.0
1265.0
1920.0
2215.0

1130.0
1290.0
2090.0
2240.0

2550.0
2551.0
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ll70. 0
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2550.0
2552.0
2547.3
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1060.0
1200.0
1750.0
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2550.5
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2552.0
2548.0

ms.o

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935.0
1175.0

1097
1095
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1914
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1000.0
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ll5
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145
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1360.0

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2553.0
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392
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1743
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2563.0

1232
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141
2562.0

ll5
ll25.0

ll5
2560.0

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ll70.0

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2562.0

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1250.0

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1030
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1160
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1000.0
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2574.7
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116
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1140.0

1100
2574.0
2570.0

550
1155
1035.0
1155.0

220
2572.0
2570.4

110
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200
2570.0
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1100.0
1280.0

3
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2577.5
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740
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1560
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2550
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1580.0
2195.0
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GR 1584.0
GR 2180.5
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1110
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1061.0

160
1178.0

160
1110.0

1181
1182.0
2581.0

1110
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130
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2181.0

1160
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1181
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200
2581.0

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2604.0

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170

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GR 2606.6

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1075.0

2608.0
2607.3

1041.0
1121.0

2606.0
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1165.0

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4/18/91
T1

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14:43:37

PAGE

South Branch Upper Car1ack Sub-Basin Hq1t Study
Prepared for Pi1a County under Contract 07-04-S-115368-0891
South Branch lash
25-year Oesign Condition

J1 !CHECK

!HQ

H!HV

!O!R

0
J2 HPROF

!PLOT

PRFVS
-1

STRT

HETR!C

HV!HS

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XSECV

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2534.0
FH

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15

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4128/n

PAGE

South Branch Upper Car1ack Sub-Basin !g1t Study
Prepared for Pi1a County under Contract 07-04-S-115368-0891
South Branch lash
100-year Design Condition

ll

11

n
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14:43:37

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J1 HPROF

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4/18/92

14:43:37

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THIS RUN EXECUTED 4/18/91

14:44:11

••••••••••••••••••••••••••••••••••••••••••••••••••
HEC1 RELEASE DATED SEP 88 UPDATED SEPT 1989

ERROR CORR - 01.01' 03
MOOifiCATION -

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AT lEFT Of CROSs-sECTION HUMBER IHDICATES MESSAGE IH SUMMARY Of ERRORS liST

South Branch lash
SUMMARY PRINTOUT

SECHO

CiSEl

YLOB

YCH

YROB

Ql08

QCH

QROB

DEPTH

TOPiiO

SSTA

£HOST

1.000
1. 000
1. 000

1Sll.06
1533.86
1534.49

1.41
3. 53
4.16

5.l7
6. 93
1.97

1. 41
3. 53
4.16

35.53
160.19
346.90

377. T7
709.17
1017.10

67.70
305.43
661.00

1.46
3.16
3.89

120.74
181.81
119.90

10T7 .11
1056.18
1039.63

1191.94
1237.99
1169.51

1.000
1.000
1. 000

1538.37
1538.90
1539.37

1.19
1.81
3. 70

4.13
5. 71
6.98

1.19
1. 81
3. 71

1.07
11.46
34.56

475.63
1117.57
1851.75

uo
45.97
138.69

1.87
2.40
1.87

168.37
195.13
218.37

1036.33
1030.97
1026.33

1104.70
1226.10
1144.70

3.000
3.000
3. 000

1544.76
1545.43
1545.96

1. 98
Ul
l.Ol

5. 37
6.31
7.46

3.00
5.08

4.16
11.65
18.51

468.12
1106.60
1878.51

8.61
45.75
91.97

1. 76
3.43
3.96

108.00
166.51
174.45

1181.11
1177.83
1175.18

1337.57
1344.34
1349.63

3. 500
3.500
3.500

1548.25
2548.94
1549.13

1.26
3.11
4.14

6.00
6. 91

1.26
3.11
4.14

.91
30.18
97.18

479.37
1120.64
1851.28

.71
13. T7
75.11

3.75
4.44
Ul

116.16
186.55
137.41

1039.28
1013.98
1012.90

1134.45
1246.35
1154.96

4.000
4.000
4.000

1551.17
2152.01
2552.51

1.44
3.83
4.93

5.83
6.80

. 00
. 56
2.53

35.01
113.71
459.71

415.99
959.93
1474.90

.00
l.ll
90.35

3.97
Ul
5.12

111.98
234.66
282.29

1074.31
1058.60
1014.31

1225.69
1293.16
1326.61

r

1.000
5.000
5.000

2llU9
2lll.09
2555.71

1.47
3.00
3.84

5.28
6.68
7.70

1.47
3. 00
3.84

l.ll
83.96
265.69

430.03
964.44
1494.53

1.82
48.60
Ill. 78

1.19
2.09
2.11

102.50
161.41
208.03

1080.75
1043.44
1013.91

1183.25
1204.85
1221.94

r

6.000
6.000
6.000

2558.12
2559.07
2559. 71

. 82
2.75
3.53

5.84
6. 76
7.60

. 82
2.75
3. 53

.31
86.97
285.17

391.45
840.83
1237.49

.24
67. 20
120.34

2.12
3.07
3. 71

71.43
164.57
117.15

1103.55
1051.01
lOll. 71

1174.98
1215.58
1242.86

7.000
7.000
7.000

2561.48
1561. Ol
2562.49

.00
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1. 94

3.47
l.Ol
6.46

. 00
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1.94

.00
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8. 26

236.00
665.94
1204.85

.00
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18.89

1.48
2.05
2. 49

92.19
131.23
181.69

lll6.81
1123.10
1107.75

1229.00
1254.34
1289.43

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4/18/91

SECHO

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14:43:37

CiSEl

PAGE

Vl08

VCH

VR08

Ql08

8. 000
8. 000
8. 000

1565.31
1565. 86
1566.17

. 00
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1.41

l. 90
U7
5. 77

. 00
.00
1.41

. 00
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. 78

9. 000
9.000
9. 000

1570.l4
1170.60
1570.88

1.42
1.11
2. 68

l .16
4.96

1.42
2. 28
l.20

10.000
10.000
10.000

251U4
2514.98
1515.48

.00
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1.92

4.20
5.01
6.24

11.000
11.000
11.000

1517.90
1518.41
2518.84

•00
1.51
2.56

12.000
12.000
11.000

2581.31
2581.82
1582.25

13.000
13.000
13.000

QCH
!50. 00

QR08

DEPTH

TOPi!O

SSTA

msr

36

840.54

. 00
. 00
U8

1.01
1.56
1.97

76. 7l
118.76
158.51

1046.l9
lOll. 46
1025.9l

111l.l1
1151.11
118Ul

1.35
10. 78
29. Ol

99. 76
190.19
lOl.IS

13.89
15.43
211.23

1.34
1.60
1.88

120.84
196.74
104.39

1090.17
108l.26
1075.61

1111.31
1280.00
1280.00

5.29
6. 61
7.56

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16.19

115. ll
276.66
Ill. 56

614.61
128l.ll
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1.14
2.28
2.18

18l.10
199. l8
136.25

1186.90
1170.62
1133.15

lliO.OO
ll70.00
mo.oo

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5.95
l.ll

3.55
5.14
6.52

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5.46
l9.14

172.48
913.14
1421.82

167.52
641.40
1082.94

1.90
1.41
2. 84

186.77
207.54
116.08

115l. 23
l!l2 .46
1113.92

1340.00
1l40.00
1340.00

2. 78
l.l9
4.84

6. l8
1.99
9.12

3.01
Ui
5.13

162.00

109.12
570.58
988.26

3.ll
l.82

821.18

l68. 88
563.78
740.56

us

223.13
258.10
276.24

1096.27
1061.90
1043.76

1320.00
1320.00
1320.00

2585. l6
2586.05
2586.57

l. 57
4.58
5. 94

6. 96
8.25
9.46

us
6. ll
I. 56

164.88
481.01
964.0l

l23.59
526.l1
126.91

251.53
552.68
858.99

1.36
3.05
l. 51

143.01
116.52
192.19

1091.99
1058.48
1042.81

1235.00
1235.00
1235.00

14.000
14.000
14.000

1590.21
2590.18
2591.40

I. 06

1.01
2. 62
l.59

•55
18. OJ
19.49

138.83
1521.94
2382.18

.61

2.62
l.59

5.08
6. 94
7. 94

20.03
88 .ll

2.01
2.58
3.20

140.2!
167 .H
196.62

1205 .II
1192.41
!178.44

1345.37
ll59.55
ll75.06

15.000
15.000
15.000

2594.05
2594.95
2595.58

.05
2.41
l.49

6.13
6. 97
7. 69

.05
3.38
U6

.00
60.55
JH.91

7l9. 99
1436.15
2047. ll

.00
63.30
160.76

2.85
3.15
us

100.15
207. 9S
254.79

1157.91
1012.02
1025.21

1258.05
12SO.OO
1280.00

15.500
15.500
15.500

2596.14
2596.88
2591.49

Ul
5.51
6.13

7.48
s. 90
9. 91

Ul
5.61
6.30

328.51
813.91
1437.72

285.40
438.15
578.65

126.09
301.14
5ll.63

2. 94
us
4.29

111.35
IS0.02
2ll. 96

1120.56
1072.63
1032.91

1237.91
1252.65
1264.87

16.000
16.000
16.000

2599.58
2600.21
2600.70

.00
!.Si
3.46

5. 76
6. so
7.56

I.SS
l. 77
4. 94

.00
52.92
25l.22

12Ul
1291.01
IS59.65

15.47
2!0. 07
m.l3

us
U7

uo

156.80
2S9 .11
295.45

1114.35
1000.00
1000.00

1271.15
1289.11
1295.45

17.000
11.000
11.000

2603.51
2604.41
2605.02

l.47
Ui
5.24

1.38
8.42
9. l6

U6
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5.91

109.31
lS0.41
77UI

435.91
6S5.11
905.46

194.72
494.42
S70. 43

l. 21
Ul
U2

108.07
117.59
260.00

1053.40
1016.7S
970.00

1161.47
1194.38
12l0.00

18.000
IS.OOO
18.000

260S.04
2608.61
2609.37

.04
2.25
l. 90

6. 64
8. 55
9. 29

U6
6.28
7.35

. 00
22.93
152.16

l80. 54
651.50
901.18

l5U6
sss. 56
1496.66

3.14
l. 77
U7

121.99
150.27
165.00

1043.01
1014.73
1000.00

1165.00
1165.00
1165.00

19.000
19.000
19.000

2611.43
2612.61
2613.56

l.6l
4.81
5.85

7.13
9.25
10.68

l. 67
5. 50
6.S8

18.62
83.18
IS5.45

611.32
1244.66
1840.51

47.06
232.16
524.04

2.63
l.SI
U6

65.05
SUI
9S .39

1012.84
I006.9l
1002.20

1077 .S9
1091.14
1100.60

us

421.64

m.oo

r
r

WB/92

lUl:ll

r

r
r

SECHO

r
r
I

r
r

r

r

I
I

r

CR!iS

EG

1. 000
1. 000
1.000

2Sll.06
25ll.86
25lU9

2532.93
25ll.H
25lU6

25ll.4l
25lU9
2535.13

. 00
.00
. 00

2. 000
2. 000
2. 000

2538.37
2538.90
2539.37

2538.29
2538.82
2539.35

2538.63
2539.39
2540.08

l. 000
l. 000
l. 000

2544.76
2545.43
2545.96

2544.75
2545.43
2545.96

uoo

2548.25
2548.94
2549.43

4.000
4.000

I
I

HL

ELHIH

!O'KS

. 00
. 00
. 00

2530.60
2530.60
2530.60

124.95
126.06
124.42

. 00
. 00
.00

.00
.00
.00

1.37
2.01
2.48

. 71
. 76
. 79

5.19
5.00
Ul

.01
.00
.02

2536.50
2536.50
2536.50

222.94
211.01
209.47

19.67
19.67
19 .67

300.00
300.00
300.00

1.07
1.72
2.31

.83
. 88
. 93

2541.20
2546.04
2546.79

6. 51
7.12
6.11

.05
·.96
.. 42

2542.00
2542.00
2542.00

lOUO
284.99
24U7

22.00
22.00
22.00

250.00
250.00
250.00

1.14
2.15
2.65

1.22
1. 01
1. 00

2548.12
2548.92
2549.43

2548.61
2549.48
2550.13

Ul
3.44
3.39

. 01
. 01
·.09

2544.50
2544.50
2544.50

229.65
245.63
259.62

19.23
19.23
19.23

130.00
130.00
130.00

.77
1.55
2.35

1.15
1.05
1. 01

2551.27
2552.05
2552.52

2551.14
2551.93
2552.ii

2551.63
2552.52
2553. 14

l. 02
3.04
3.00

. 00
. 01
. 01

2547.30
2547.30
254 7.30

190.17
182.62
171.62

19.31
19.31
lUI

145.00
lii.OO
lii.OO

1.13
1.71
2.11

. 89
.84
. 85

5. 000
5.000
5. 000

2554.29
2555.09
2555.71

2554.27
2555.09
2555.71

2554.72
2555. 71
2556.48

3. 07
2. 60
2.33

. 02
. 02
.08

2553.00
2553.00
2553.00

249.23
186.56
16 7. 00

40.71
40.71
40.71

140.00
liO.OO
140.00

1.58
2.10
2. 53

.92
. 88
.87

6. 000
6. 000
6. 000

2558.12
2559.07
2559. 71

2558.11
2559.07
2559.71

2558.65
2559.69
2560.41

3.90
2.39
2.10

. Ol

.19
.19

2556.00
2556.00
2556.00

270.S8
159.14
140.24

20.00
20.00
20.00

150.00
150.00
150.00

1.89
2.06
2.38

. 97
.83
. 81

7.000
7. 000
7.000

2561.48
2562.05
2562.49

2561.28
2561.94
2562.49

2561.66
2562.45
2563.13

2. 98
2.74
3.25

. Ol
.02
•. 60

2560.00
2560.00
2560.00

165.89
218.45
224.19

27.59
27 .59
27.59

lii.OO
lii.OO
lii.OO

. 76
1.44
2.09

. 71
.87
. 93

8.000
8.000
8. 000

2565.31
2565.86
2566.27

2565.28
2565.80
2566.26

2565.54
2566.20
2566.78

3.86
3. 74
3.64

.01
.01
. 01

256UO
256UO
256UO

349.40
280.83
261.76

28.67
28.67
28.67

150.00
150.00
150.00

1.09
1.36
1.83

.97
. 93
. 96

9. 000
9.000
9.000

2570.34
2570.60
2570.88

2570.30
2570.59
2570.87

2570.48
2570.81
2571.16

4. 93

uo

us

. 01
.01
.02

2569.00
2569.00
2569.00

192.67
200.96
195.42

23.50
23.50
23.50

200.00
200.00
200.00

.69
1.05
1.36

.80
.83

10.000
10.000
10.000

257i.H
1574.98
2575.48

2574.44
1574.98
2575.48

2574.85
1575.61
1576.31

5.04
U1
3. 80

·.90
.. 35
.• 08

2572.70
1571.70
1571.70

196.57
254.03
113.61

11.76
11.76
21.76

170.00
170.00
170.00

1.18

. 93

11.000
11.000
11.000

2577.90
2578.41
1578.84

1577.74
2578.15
1578.74

1578.18
1578.90
1579.59

3.31
3.28
3.28

.01
.01
. 01

1576.00
2576.00
1576.00

159.29
171.45
188.92

20.63
10.63
10.63

160.00
160.00
160.00

uoo

I
I

r

CiSEL

l. 500
3.500

r
r
r

l

37

South Branch lash
SUHHARY PRINTOUT

r
r
r

PAGE

OLOSS

KICHSL

XLCH

SHEAR

FRCH

.74

LiS

.91

1.99

.92

1.13
1.73
1.41

•75
.83
.90

r
r
r
r
r
r

r

r
r
r
r
r
r
r

r
r

r
r

r

4/28/91

14:43:37

PAGE

SECHO

CiSEl

CRliS

EG

12.000
11.000
12.000

1581.31
2581.82
2582.25

2581.31
2581.81
2582.25

2581.69
2582.36
2581.94

1.61
1. 94
2.09

13.000
13.000
13.000

2585.36
2586.05
1586.57

1585.36
2586.05
2586.57

2585.85
2586.73
2587.48

lUOO
14 .000
lUOO

1590.21
2590.78
2591.40

2590.09
2590. 76
1591.40

1590.61
2591.51
2592.33

15.000
15.000
15.000

2594.05
2594.95
2595. 58

2593.99
2594.95
2595.58

15.500
15.500
15.500

2596.14
2596.88
2597.49

16.000
16.000
16.000

Hl

ClOSS

38

ElHIH

lO*KS

. 23
.15
.17

2578.00
2578.00
2578.00

123.89
149.13
161.08

15.38
15.38
15 .38

130.00
130.00
130.00

1.79
2.63
3.27

.74
. 84
.89

3.90
3. 60
3. 69

-. 68
-. 27
-.17

2583.00
2583.00
1583.00

194.96
180.07
!SUO

25.00
25.00
25.00

100.00
200.00
200.00

2. 26
2. 87
3. 54

. 90
. 91
. 95

us

.01
. 02
-. 06

2588.20
2588.20
2588.20

203.98
220.60
190.10

21.67
21.67
21.67

240.00
240.00
240.00

1.42
2.32
2. 74

. 85

4.77
4.53

2594.63
2595.65
2596.36

3.96
2.78
2.41

. 06
.45
.40

2591.20
2591.20
2591.20

251.60
158.96
137.88

17.14
17.14
17.14

175.00
175.00
175.00

1.99
2.15
2.41

. 96
. 83
. 81

2596.10
1596.88
2597.49

2596.66
2597.57
2598.30

2. 02
1.61
1.58

. 01
. 05
-.OS

2593.20
2593.10
2593.20

148.70
150.09
148.19

18.18
18.18
18.18

110.00
110.00
110.00

2.36
3.07
3. 60

. 83
. 87
.88

2599. 58
2600.27
2600.70

2599.58
2600.27
2600.70

2600.09
2600.85
2601.43

2.66
2.06
2.09

-.46
-.14
-.18

2596 .20
2596.20
2596.20

227.29
175.64
119.62

25.00
25.00
25.00

120.00
120.00
120.00

1.77
1.99
2. 51

. 91
.85
.89

17.000
17.000
17.000

2603.51
2604.41
2605.02

2603.51
2604.41
2605.02

2604.12
2605.12
2605.82

2. 26
1.91
1.88

.42
.28
. 29

2600.30
2600.30
2600.30

160.78
136.31
133.73

29.29
29.29
29.29

140.00
140.00
140.00

2.37
2. 77
3. 23

. 85
.82
. 84

18 .000
18.000
18.000

2608.04
2608.67
2609.37

2608.04
2608.67
2609.37

2608.53
2609.50
2610.35

2. 98
3.38
2. 89

-.11
-.50
-.25

2604.90
2604.90
2604.90

175.25
199.10
170.02

21.06
27.06
27.06

170.00
170.00
170.00

2. 09
3.15
3.43

. 85
.95
. 91

19.000
19.000
19.000

2611.43
2612.61
2613.56

2611.43
1612.61
2613.56

2612.29
2613.76
2615.03

2. 91
2.34
2.24

-. 03
.38
•29

2608.80
2608.80
2608.80

194.28
156.25
149.58

26.00
26.00
26.00

150.00
150.00
150.00

2.64
3.18
4.02

.92

IICHSl

XlCH

SHEAR

FRCH

.94
.92

.89
.91

r
r
I""
I

SINGLE-EVENT SCOUR DEPTHS
\DD-YR.

HYDRAULIC/GEOMETRIC PARAMETERS OF TYPICAL FLOW SECTION:
/WE;fZA"=! e Y ALU E '6 Ul+'\)..l.,.] EL 0 N L "'( ";:)E.C... . I'2. ~ I 3

r
r
r

Design discharge
Energy/bed slope
Hydraulic depth
Max. flow depth
Velocity
Froude No.
Top width of flow
Bottom width of section
Bend angle
Radius of curvature
Width of obstruction (1)
Pier coefficient (1)
Drop height (3)

]~3·"11

=

= o.o C1:.3
J.LcB
=
::,.5]
=
11·2.9
=

cfs
ft/ft
ft.
ft.
fps

=

=

ft.
ft.
degrees
ft.
ft.

=
=

ft.

2.S

=
=
=
=

r

r
rt
r
t

r
'

r
I""

r
I""

r

r

SCOUR COMPONENTS:
o.L.\Io'-11
General-scour depth
=
Anti-dune trough depth = 0 .rc,'-\oO
Bend-scour depth
= o. oL\31..
Low-flow thalweg
= I . 5'
Local-scour depth (1) =
Local-scour depth (2) =
Local-scour depth (3) -

ft.
ft.
ft.
ft.
ft.
ft.
ft.

Computed-scour depth
Safety factor

ft.

=
=

Adjusted-scour depth =
Long-term degradation =
Design-scour depth

=

'2 . '2>'i'1l
I , "!>
~

·10'2.0

ft.
ft.

'-\.o

ft.

(1) Relative to bridge piers or other similar obstructions to flow.
(2) Relative to channel constrictions (i.e., roadway embankments).
(3) Relative to abrupt changes in the channel profile (i.e., drops)

r
r

r

4/18/91

r

r
r

r
r

r
r
r
r
r
r
r
r
r

PAGE

THIS RUN EXECUTED 4/18/91

••••••••••••••••••••••••••••••••••••••••••••••••••
HEC1 RELEASE DATED SEP 88 UPDATED SEPT 1989

r
r

14:16:51

ERROR CORR - D1.01.03
HOO!FICATIOH ttttUUUIUUUIU.IIIIIIIUIIUUUIIIUUUIUI

SPLIT FLOi BEING PERFORMED

SF

SPLIT FLOi ANALYSIS SECTIONS 300 - 304

Ti
iS
iC

SEC 300 TO 300.S
-1
3
300 300.S
0 1556.1
75 1558.0

Ti
iS
iC

SEC 300.S TO 30D.T
-1
1 3DO.S 30D.T
0 1558.1
50 155!.2

Ti
iS
iC

SEC 30D.T TO 301
-1
3 30D.T
301
0 1559.2
35 2560.0

2.7
100 1561.0

II
iS
iC

SEC 301 TO 302
-I
3
301
302
0 2561.0
70 2562.0

2.7
165 2564.0

Ti
iS
iC

SEC 302 TO 303
-I
3
302
303
0 2564.0
95 2566. D

2.7
150 2567.2

Ti
IS
iC

SEC 303 TO 304
-I
4
303
304
0 1567.2
35 2568.0

2.7
120 2570.0

1. 7
85 1558.1

1. 7

150 2570.6

14:16:51

r
r
r

i/18/91

South Branch Upper Car1ack Sub-Basin Hglt Study
Prepared for Pin County under Contract I07-0H-!15J68-0!91
5-year
Sheet Flo1 Area

T1
T1
Tl

J1 !CHECK

r

IHQ

HIHY

0
J1 HPROF

!PLOT

P"'
I

r
r
r
r
r

r
r
r

I

r
r
r
...'
j

,.
•!

r

PAGE

!U6: 51

IDIR

STRT

0

D. 0100

PRFYS

XSECY

-1

0

HETRIC

Q

HYIHS

255 7. 0

0

moe

FH

ISECH

CHHIH

!Bi

-1

0

FQ

iSEL

!TRACE

0

15

JJ VARIABLE CODES FOR SUHHARY PRINTOUT
J8
5J
5
J6 IHLEQ

1
5i
lJ

55
0
J9

16
J8
67

!COPY

SUBDIY

STRTDS

QT
11
GR

0.045
J
JOO.O
2556.0

0.045
624
2
1000.0

0. 045
118J
1000
2556.0

X1
GR
GR

JOO.S
2558.2
2558. J

1000.0
1175.0

1000
2558.5
2558.1

11
GR

JOD.7
2559.2

1000.0

11
GR

JOl.O
2561.0

11
GR
GR
11
GR
GR

II(

56
1
68

u

1J
2

15
11

J

8
11

i1

RHILE

0.1
2000

0. J

mo
mo.o

0

0

mo
1045.0

85
2558.0

85
1080.0

1000
2559 .I

lllO
1025.0

50
2558.0

I
0. 0

0
2560.0

150
50.0

90
2562.0

J02 .0
2564.0
2564.6

6
0.0
180.0

0
2562.9

180
15.0

uo
256U

JOJ.O
2567.2
2567.0

7
0.0
180.0

0
2567.0
2567.7

240
55.0
240.0

155
2566.0

155
80.0

mo.o

0

0

0

85
2557.1

0
1095.0

0
2558.0

0
lHO.O

50
1075.0

50
2560.0

0
!HO.O

0
2560.0

0
1310.0

90
115.0

90
2562.5

0
150.0

uo

uo

75.0

256U

0
120.0

0
2564.0

0
150.0

155
2566.0

0
100.0

0
2567.2

120.0

0

r
r

r
r
r
r

r
r
r
r

r
r'

r

r
r

r

r
r
r

11

GR
GR
X!

GR

4118192

14:16:51

lOU
257U
2570.0

7
0. 0
195.0

2570.3
25 70. 5

45.0
240.0

305.0
257U

0. 0

0
2574.0

135
15.0

PAGE

240

140
2570.0

140
70.0

llO
2568.7

0
100.0

0
2569.6

130.0

165
2573.0

165
60.0

165
2574.0

0
135.0

0

0

r
r
r
r

i/28/91

Ti

i1

r
r

r
r
r
I

r

r
,..
!

!

rr

r
r
,..

I

'

r

QCOKP

22.93

Ti

ERRAC

22.99

. 28

TASQ

22.93

TCQ

22.99

TABER

NITER

. 28

OS iS

US iS

9 2556.321 2558.157

OSSHO

300. 000

USSHO

300.500

SEC 30o.5 TO 30D.7
ASQ

I

PAGE

SEC 300 TO 30o.5
ASQ

,..

14:16:52

QCOKP

22.85

ERRAC

22.87

.10

TASQ

45. 77

TCQ

45.86

TABER

NITER

.19

om

US iS

2558.457 2559.554

DSSHO

300.500

USSNO

300.700

SEC 30D.7 TO 301

Ti
ASQ

QCOKP

43.09

42.97

ERRAC

.28

TASQ

88.87

TCQ

88.83

TABER

NITER

. 04

OSiS

US iS

9 2559.554 2561.398

OSSNO

300.700

USSNO

301.000

SEC 301 TO 302

Ti
ASQ

QCOKP

155.59

155.49

ERRAC
•OT

TASQ

ERRAC

TASQ

244.46

TCQ

244.32

TABER

NITER

DSiS

US IS

9 2561.398 2564.313

.06

OSSNO

301.000

USSHO

302.000

SEC 302 TO 303

Ti

QCOHP

ASQ

86.08

86.14

. 06

330.54

TCQ

330.46

TABER

NITER

om

US iS

9 2564.313 2561.572

. 03

DSSHO

302.000

USSNO

303.000

SEC 303 TO 304

Ti
ASQ

33.67

QCOKP

33.75

ERRAC

.24

TASQ

36U1

TCQ

36U1

TABER

. 00

NITER

OSiS

US IS

9 2561.572 2570.631

OSSNO

303.000

USSHO

304.000

r
r
r
r

r
r
r
r
,..
:

r

r
r
r
r
r

r
r
,..
'

'

rr

l/28/91

f1
12
fl

14:26:52

PAGE

South Branch Upper Car1ack Sub-Basin Hg1t Study
Prepared for Pita County under Contract 07-0H-115368-0891
Sheet Flo1 Area
25-year

Jl !CHECK

!HQ

H!HV

0

J1 HPROF

IOIR

0
!PLOT

SIR!

METRIC

HV!HS

Q

0.0200

PRFVS

XSECV

-1

0

XSECH

iSEL

fQ

2557.0
FH

ALL DC
0

-1

!Bi
0

CHHIH
0

!TRACE
15

10

r
r
r
r

4118/92

Ti

r
r'

II

TASQ
3B .14

TCQ
38.15

TABER
.15

NITER

om
USiS
OSSHO
USSNO
1556,407 1558.545 JOO.OOO JOO. 500

TASQ
77.36

TCQ
77.10

TABER
.11

NITER

OSIS
US IS
OSSHO
USSHO
155B. 541 1559.717 J00.500 JOO. 700

ERRAC
.04

TASQ
179. 7J

TCQ

NITER

179.51

TABER
.11

USSNO
US IS
OSSHO
1559.717 1561.6B5 J00.700 JOl.OOO

ERRAC
.01

TASQ
508.74

TCQ
508.48

TABER
. 05

NITER

US IS
OSSNO
USSNO
om
9 1561.685 1564.671 JOl. 000 J01.000

ERRAC
.OJ

TASQ
743.50

ICQ
743 .ll

TABER
.OJ

NITER

US IS
OSSHO
USSHO
om
9 2564.672 1567.891 302.000 J03.000

ERRAC
.05

TASQ
897.36

TCQ
897.13

TABER
. 01

NITER

US IS
DSSHO
USSHO
OSIS
9 2567.892 2571.015 303.000 304.000

ERRAC
.15

QCOHP
J9.05

ERRAC
.1B

SEC 30D.7 TO 301
ASQ
101.36

r

QCOHP
38.15

SEC 300.S TO JOo.T
ASQ
39.11

'

PAGE

SEC 300 TO 300.S
ASQ
38.14

Ti

H: 16:51

QCOHP
101.31

om

I

,.

II

SEC 301 TO 301

'i

ASQ
319.01

r

QCOHP
J1B. 96

i

r

r
r
,..

,..
f
t

r

r
r
!""

Ti

SEC J02 TO J03
ASQ
1JU6

II

QCOHP
23UJ

SEC 30J TO 304
ASQ
153.85

QCOHP
153.92

15

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WB/92

H:16:51

PAGE

South Branch Upper Car1ack Sub-Basin Kg1t Study
Prepared for Pita County under Contract 07-0H-115368-0891
!00-year
Sheet fl01 Area

Tl

11
13

11 ICHEC!

12 HPROf
15

IHQ

!PLOT

HIHV

lOlR

STRT

0

0

0.0100

PRfYS

XSECY

-1

0

XSECH

KETRIC

HVIHS

iSEL

Q

155 7. 0

0
fH

ALL DC

0

-1

fQ

lSi

CHHIK

0

0

!TRACE
15

16

r
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1/18/92

II

r
~

''

TASQ
55.11

TCQ
55.10

TABER
.10

WER

OSIS
US IS
OSSHO
USSNO
9 155U91 155B.618 300.000 300.500

TASQ
111.13

TCQ
111.03

TABER
.19

NITER

OS iS
US IS
OSSHO
USSHO
9 155B.61B 1559.879 300.500 300.700

ERRAC
. 08

TASQ
1Bl.95

TCQ
181.61

TABER
.11

NITER

US IS
OSSNO
USSNO
om
9 1559.B79 2561.956 300.700 301.000

ERRAC
.01

TASQ
791.71

TCQ
791.2B

TABER
.06

NITER

OSIS
US IS
OSSNO
USSHO
9 2561.956 1561.959 301.000 301.000

ERRAC
. 01

TASQ
1177.10

TCQ

NITER

1176.91

TABER
.01

US IS
OSSNO
USSHO
OSIS
301.000
303.000
9 1561.919 116B.116

ERRAC
.06

TASQ
1173.15

TCQ
1172.78

TABER
.05

NITER

US IS
OSSNO
USSNO
OSiS
2568.116 2571.339 303.000 301.000

ERRAC
.10

QCOHP
55.93

ERRAC
.17

SEC 300.7 70 301
ASQ
170. 71

r

QCOHP
55.10

SEC 300,5 TO 300,7
ASQ
56.01

Ti

'AGE

SEC 300 TO 300.S
ASQ
55 .11

Ti

11:16:51

QCOHP
170.59

I

r

Ti

ASQ
510. 77

,..

r

Ti

,..

r'
'

r
r
r
r
r
,..

,..
'

li

QCOHP
510.67

SEC 301 TO 303
ASQ
384.68

I

j

SEC 301 TO 301

QCOHP
384.61

SEC 303 TO 301
ASQ
196.05

QCOIIP
191.86

11

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4/28/92

14:26:52

PAGE

THIS RUN EXECUTED 4/28/92

22

14:28: 5

UUUtUIUUUU:UUUSUUUIIIUUUUUIUUI

HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989

ERROR CORR - Dl,OZ.03
HOO!FICAI!ON tauuututauuuuuuu••••aauauutaiUilUl

HOlE- ASTERISK (I) AT LEFT OF CROS3-SECIIOH HUH8ER INDICATES MESSAGE IH SUHHARY OF ERRORS LIST

~

Sheet Flow Area

r'

l

SUHHARY PRINTOUT

r

SECHO

CiSEl

r

3DD.OOO
30D.OOO
300.000

1556.31
2556.41
2556.49

.00
.00
. 00

2. I9
1.56
1. 89

. OD
.00
.00

. 00
.00
. DO

259.78
385.64
516.55

.00
. DO
.OD

.41
. 49

r

300.500
300.500
300.500

2558.46
1558.54
2558.63

.00
.00
.00

2. 77
3.13
3. 69

.00
.00
.00

.00
. 00
. 00

281. II
423.89
581.76

. DO
. 00
.00

300.700
300.700
300.700

2559.55
1559.73
2559.88

.00
.00
. 00

3. 46
4.19
4.86

. 00
.00
.00

. 00
. 00
.00

305.56
463.01
637.79

301.000
301.000
301.000

1561.40
2561.69
2561.96

.00
. 00
.00

4.14
1.34
5. 99

.00
.00
.00

.00
.00
•00

302.000
302.000
302.000

2564.31
2564.67
1564.96

.00
.00
.00

3. II
4.13
5.29

.00
.00
.00

303.000
303.000
303.000

2567.57
2567.89
2568.15

.00
.00
.00

4.04
5.11
6.01

304.000
304.000
304.000

1570.64
2571.01
2571.34

.00
.00
.00

305.000
305.000
305.000

2574.45
2574.97
2575.46

.00
. 00
.00

I

r

I

r
r
r

YLOB

YCH

YROB

QLOB

QCH

QROB

DEPTH

SSTA

ENOS!

370.00
370.0D
370.00

1000.00
IOOO.OD
1000.00

mo. oo
mD. oo
1370.00

1.36
1.44
1.13

320.66
330.00
330.00

1000.00
1000.00
1000.00

mo.oo
1330.00
1330.00

.00
.00
.00

!.55
1.73
1.88

125.51
lli.IO
136.20

1000.00
1000.00
1000.00

1125.51
1131.10
1136.10

348.65
565.37
808.50

.00
.00
.00

1.40
1.69
!. 96

95.47
104.91
113.60

.00
•00
. 00

95.4 7
104.91
113.60

•00
. 00
.00

504.14
894.39
13J 9. 27

.00
.00
. 00

1.41
I. 77
2. 06

165.77
180.00
180.00

.00
.00
.00

165.77
180.00
180.00

.00
.00
.00

•00
.00
.00

590.33
1129.15
1703.95

.00
•00
.00

!.57
!.89
1.15

119.05
240.00
140.00

.00
.00
.00

229.05
240.00
140.00

3.56
4.81
5. 83

.00
.00
.00

.00
.00
. 00

624.00
1183.00
2000.00

.00
.00
. 00

!. 94

1. 31
2.64

240.00
140.00
140.00

.00
.00
. 00

240.00
140.00
240.00

5.27
6.78
7. 86

.00
.00
.00

.00
. 00
.00

624.00
1283.00
2000.00

. 00
.00
.00

1.45
1.97
1.46

135.00
135.00
135.00

.00
.00
.00

135.00
135.00
135.00

.31

IOPIIO

(

r
l

r
r
l

r'

r
l

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l/28/92

14:26:52

PAGE

23

Sheet flo• Area
SU~KARY

PRINTOUT

SECHO

CiSEL

CRliS

EG

300.000
300.000
300.000

1556.31
2556.41
2556.49

1556.15
2556.31
2556.39

2556.40
1556.51
1556.61

. 00
.00
.00

300.500
300.500
300.500

1558.46
1558.54
1558.63

1558.41
1558.50
2558.60

1558.58
1558.71
1558.84

300. 700
300.700
300. 700

1559.55
1559.73
1559.88

1559.40
1559.60
1559. 78

301.000
301.000
301.000

1561.40
1561.69
1561.96

301.000
301.000
301.000

HL

OLOSS

ELHIN

101!S

. 00
. 00
.00

2556.00
1556.00
2556.00

199.49
100.02
198.31

.00
. 00
.00

. 00
. 00
.00

.40
. 51
.61

. 68
. 71
. 73

1.17
1.18
1.19

. 01
. 01
. 01

1557.10
1557.10
1557.10

315.93
318.90
335.59

11.94
11.94
11.94

85.00
85.00
85.00

. 63
. 81
1.00

.88
.90
.94

1559.74
1560.00
1560.14

1.14
1.16
1.36

.02
. 03
. 05

1558.00
1558.00
1558.00

lf6.11
104.17
118.51

18.00
18.00
18.00

50.00
50.00
50.00

.77

.73

1. 07
1.38

. 81
. 87

2561.31
1561.63
1561.91

1561.71
1561.13
1561.51

1.94
1.08
1.11

•04
•05
. 06

1560.00
1560.00
1560.00

154.70
160.87
163.95

21.11
11.11
11.11

90.00
90.00
90.00

1.18
1.64
1.96

.89
.94
. 97

1564.31
1564.67
1564.96

1564.13
1564.46
1564.75

1564.53
2564.99
1565.39

1. 80
1.85
1.87

. 01
.01
. 01

1561.90
1561.90
1561.90

164.34
166.89
167.40

10.71
10. 71
10. 71

140.00
140.00
140.00

. 84
1.14
1.45

. 71
. 76
. 79

303.000
303.000
303.000

1567.57
1567.89
1568.15

1567.51
1567.83
1568.11

1567.83
1568.30
1568.71

3.19
3.18
3.18

. 01
. 03
. 04

1566.00
1566.00
1566.00

173.71
168.40
166.86

10.00
10.00
10.00

155.00
155.00
155.00

1. 09
1.54
1.97

•89
.94
.97

304.000
304.000
304.000

1570.64
1571.01
1571.34

1570.47
1570.85
1571.18

1570.83
1571.38
1571.87

3.00
3. 07
3.16

.01
.00
.00

1568.70
1568.70
1568.70

176.10
185.73
195.16

19.19
19.19
19.19

140.00
140.00
140.00

.80
1.19
1.74

. 73
. 80
. 86

305.000
305.000
305.000

1574.45
1574.97
1575.46

1574.44
1574.97
1575.16

1574.88
1575.69
1576.12

3.98
4.51
1.13

•07
-.61
-. 31

1573.00
1573.00
1573.00

305.88
173.67
150.01

16.06
16.06
16.06

165.00
165.00
165.00

1.67
1.39
1.94

.99
1.01
1. 01

!ICHSL

XLCH

SHEAR

FRCH

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Appendix C
Summary Input/Output Listing for 2000212. DAT (see accompanying
5 1/4" diskettes for complete HEC-2 data files)

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2 oo o '2..\2. · PA.T
J/lS/92

10:48:5 7

~AGE

THIS RUN EXECUTED 1118/92

••••••••••••••••••••••••••••••••••••••••••••••••••
HEC1 RELEISE DATED SEP 88 UPDITED SEPT 1989

ERROR CDRR - 01.01.05
HODIFICITION -

......,...........................................
SPLIT flOi BEING PERFORHED

SF

SPLIT flOi INALYSIS SECTIONS lOU - 101

Ti
iS
iC

SEC IOU TO 101
-I
1 IOU
100
0 1551.0
40 1551.5

1. 7

Ti
iS
iC

SEC 100 TO 101
-I
1
100
101
0 1551.1
150 1555.0

1. 7

Ti
iS

SEC 101 TO 101
-I
5
101
101
0 1555.0
15 1154.0

iC

1. 7
90 1116.0

180 1518.0

150 1559.6

10:48:17

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1118/n

11

10:48:57

PAGE

South Branch Upper Cmack Sub-Basin Hg1t Studv
Preoared for Piu County under Contract 107-0H-115368-0B91
Shado1 Htn. Tributary 5-vear

T1
TJ

31 !CHECK

IHQ

HIHV

IOIR

HETRIC

STRT

Q

HV IHS

0.0150
J1 HPROF

!PLOT

PRFVS

XSECY

FQ

iSEL
1561.0

XSECH

FH

ALL DC

-1

!Bi

I TRACE

CHHTH

-1

15

J3 VARIABLE CODES FOR SUHHARY PRINTOUT
38
53
5
J6 IHLEQ

HC

1
54
33

55
0
39

26
38
67

!COPY

SUBDIV

STRTOS

56
1
68

13

0. 045
550
1130

0.1
1105
1155

0.3

X1

0.045
197
11

X3
GR
GR
GR

2541.0
1540.8
1541.0

2110.0
1170.0
1570.0

1540.0
1540.6

1110.0
1300.0

2540.0
1540.0

101.5

14

1110

1145

110

1544.3
2540.0
1541.3

1000.0
1110.0
1180.0

1544.0
1540.0
1543.1

1030.0
1115.0
1110.0

GR
GR
GR

101.0
1546.5
1544.0
2546.0

11
1110.0
1370.0
2850.0

1355
1546.0
2545.0
2548.0

X1

103.0

8

X3
GR
GR

1549.0
1548.0

2050.0
2340.0

X1
13
GR
GR
GR

X1

8
12

15
11

41

RHI LE

0.045
3
101.0

QT

14
3

0
2360
1130.0
1310.0

1538.0
1540.6

1145.0
1360.0

1540.0
2540.0

1155.0
1430.0

1541.0
1541.0
1541.1

110
1110
1065.0
1135.0
1155.0

1541.0
1543.0
1544.0

1075.0
1145.0
1415.0

1541.8
1543.0

1110.0
1160.0

1370
1180.0
2395.0
2990.0

110
1544.0
2545.0

110
1310.0
1450.0

110
1544.0
2546.0

0
1355.0
2570.0

0
1541.0
1547.0

0
1365.0
2750.0

2190

1150

135

135

0

2548.0
2549.0

2140.0
2590.0

2546.0
2550.0

135
2190
1190.0
1870.0

1544.5

1115.0

2546.0

1250.0

110

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10:18:51

11
X3

103.5

10

1190

1110

150

GR

GR

1551.0
1548.0

1995.0
1115.0

1550.0
1550.0

1090.0
11i0.0

1550.0
1550.0

liO
1180
1190.0
1310.0

11

100.0

8
1000.0
1165.0

!HO
1551.0
1551.0

lll5
1015.0
1175.0

60
1551.0
1551.0

GR 1553.0
GR 1551.0

1000.0
1150.0

1050
1553.0
1556.0

1090
1050.0
1130.0

Xl

8
1000.0
1110.0

1075
1556.0
1556.0

I
1000.0
1135.0

115

0

1548.0
1551.3

1195.0
1i10.0

1547.3
1551.0

1110.0
1810.0

130
1110.0
1185.0

130
1550.0

0
1150.0

0
1519.0

1155.0

100
1550.0

110
1075.0

110
1550.0

1085.0

1551.0

1090.0

1110
1065.0
1155.0

100
1551.0
1558.0

1iO
1075.0
1110.0

110
1553.0

0
1085.0

0
1553.0

0
1105.0

1085
1560.0
1561.0

1110
1065.0
1170.0

160
1558.0

100
!085.0

180
1557.0

0
1095.0

0
2558.0

0
1110.0

6
1000.0
lllO.O

1070
1561.0

1100
1070.0

180
1560.5

180
1090.0

180
1561.0

0
1100.0

0
1564.0

0
1115.0

105.0
1570.0

5
1000.0

1015
1566.0

1070
1015.0

180
1561.0

180
1010.0

180
1566.0

0
1070.0

0
1570.0

1185.0

106.0
1571.0

191
5
1000.0

516
1035
1571.0

1062
1180
1035.0

210
1570.0

110
1015.0

110
1570.0

!W.O

0
1571.0

1180.0

3
101.0
2578.0

5
5
1000.0

101
1000
157U

419
1150
1050.0

205
1574.0

105
1090.0

105
2576.0

1130.0

2577.0

1150.0

3
108.0
1584.0

5
1000.0

71
1020
1581.0

371
1110
1010.0

110
1580.0

110
1015.0

110
1580.0

0
1090.0

0
1581.0

1110.0

0

100

100

100

0

0

0

1583.5

30.0

1583.5

15.0

1581.0

50.0

60
1588.0

60
110.0

60

GR 1551.5
GR 1550.0
X1

101.0

101.0

GR 1558.0
GR 1551.0
11

103.0

GR 1561.0
GR 1560.0
X!

101.0

GR 1566.0
GR 1566.0
11

GR
QT

11

GR
QT

11

GR
QT

X!

GR
Xl
13

109.0

GR 1586.0
GR 1586.0
11

GR

PAGE

109.5
2588.0

0.0
80.0

1581.0

80
10
15.0

3
0.0

0
1586.0

110
55.0

0

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1118/91

10:48:51

110.0
1190.0

0.0

0. Oil
3
111.0

XI

0
1188.6

110
10.0

50
1190.0

0. Oil
199

0. Oil

0. 3

I

1011
2111.91
2178.0

0.1
6i3
1010
2178.30
1011.0

2576.0

1031.0

2116.0

1010. 0

2111.0

1070.0

100
2579.0

125
121.0

60
2178.0

60
160.0

60
2518.0

0
195.0

0
25 79. 5

0
225.0

GR

1579.0

1111.32
1000.0

X!

211.0
2180.0

100.0

GR

PAGE

m

10
100.0

10
1590.0

0
130.0

1191.0

0

110.0

0

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PAGE

SEC 103.5 10 202
ASQ
. 00

li

SEC
ASQ

200 10
QCOHP

. 00

II

QCOMP
. 00

SEC
ASQ

. 00

IASQ

ICQ
.00

om

ms

TABER
. 00

NIfER

.00

fABER
.00

NIIER

•00

US iS
OSIS
OSSNO
USSHO
2551.470 2552.564 200. 000 201.000

fABER
.00

NIIER

.00

US iS
oSSHO
USSNO
OSiS
2552.564 2554.289 201.000 202.000

2 2518. 736 2551.HO

OSSNO
USSNO
103.500 200.000

201
ERRAC
. 00

IASQ

ICQ
. 00

2o1 ro 2o2
QCOHP

. 00

ERRAC
. 00

.oo

ERRAC
. 00

IASQ

ICQ
.00

11

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Tl
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l3

10:43:57

PAGE

South Branch ~ooer Cmack Sub-Basin Hg1t Studv
Preoared for Pi1a County under Contract OH4-H!5368-0891
Shadow Htn. Orainageway 25-year

Jl !CHECK

IHQ

HIHY

IOIR

0
J2 HPROF

IPLOI

PRFVS
-!

STRT

HETRIC

HVl HS

Q

0.0150
XSECV

XSECH

iSEL

FQ

2561.0
FH

ALLOC
-!

!Bi

CHHIH

IIRACE
15

15

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fl
11
13

10:48:57

PAGE

South Branch Upper Cartaek Sub-Basin Hott Study
Prepared for Pita County under Contract 07-0H-115368-089:
Shadow Htn. Orainaqeway 100-year

Jl ICHECK

JHQ

HJHV

IOIR

SIR!

HETRIC

HYI HS

Q

0.0!50
J1 HPROF
15

fPLOf

PRFVS

0

-1

mcv

XSECH

FH
0

All DC

-!

fBi

iSEL

FQ

1561.0

0

CHHJH

If RACE

15

;5

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5118191

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10: i8: 5;

PAGE

SEC 103.5 TO 101
ASQ

QCOHP

.00

Ti

SEC
ASQ

Ti

100 TO
QCOHP

41.34

SEC
ASQ

U3

ERRAC

l ASQ

.00

'00

TCQ

'00

TABER

'00

NITER

.00

om

US iS

6 1549.596 1551.503

OSSHO

103.500

USSHO

100' 000

101
ERRAC

41.34

.00

TASQ

41.34

TCQ

41.34

TABER

HTTER

.00

om

US iS

1551.503 1553.448

omo
100.000

USSHO

101.000

101 TO 101
IICOHP

U4

ERRAC

. 30

TASQ
i6' 67

TCQ

46.69

TABER

'03

HilER

om

USiS

1553 .w 1555.109

OSSHO

101.000

USSHO

101.000

14

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,..

t

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)/18 /92

Ti

. 90

SEC
ASQ
!9UO

II

PAGE

SEC JOJ.S TO 202
ASQ

Ti

10:48:57

SEC
ASQ
36.88

QCOMP
. 90

100 TO
llCOMP
19UJ

ERRAC
.40

TASQ

TCQ
•90

TABER
. 40

HITER

. 90

TASQ
194.91

TCQ
194.91

TABER
. 00

HTTER

TASQ
231.78

TCQ
231.80

TABER
.00

HITER

om

ms

9 1550.518 1551.766

OSSHO
USSHO
103.500 100. 000

101
ERRAC
. OJ

om

um

9 2552.766 1554.041

OSSHO
USSHO
200.000 201.000

101 TO 102
QCOMP
36.88

ERRAC
.01

OSIS
USiS
OSSHO
USSHO
2554.042 1555.851 201.000 101.000

35

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1118/92

PAGE

THIS RUN EXECUTED 5/18/91

36

10:50:51

UalUillltUUlUUUUtlUUll*UilllllUUUlU:

HEC1 RELEASE DATED SEP 88 UPDATED SEPT 1989

ERROR CORR - 01,01.03
HOD1fiCAriOH I I I lUI U i l I I l I I I It lll I I I tllllll t U

act act t I Ill I l I I

NOTE- ASTERISK (II AT LEFT Of CROSHECTIOH HUHBER INDICATES HESSAGE IH SUHHARY Of ERRORS LIST

Shado• Htn. Tributary
SUHHARY PRINTOUT

SECHO

CNSEL

VL08

YCH

101.000
101.000
101.000

1540.41
1540.91
2541.21

1.77
2. 81
3.55

U3
5. 69
6. 76

1.28
2.l5
3.l9

11.73
108.78
21UI

160.84
271.26
373.23

13.l3
123.29
185.07

1.41
2. 91
3. 21

101.500
101.500
101.500

2542.32
2543.01
25l3.36

1.71
3.37
U7

5.35
5. 93
6.92

. 05
1.18
3.20

!D.64
135.58
276.86

186.35
333.73

m.n

. 00
3U2
121.ll

102.000
102.000
102.000

25H.53
1545.13
2545.l8

2. 62
Ul
U4

5. 33
6.H
7.32

1.70
1. 26
2. 90

68.43
2H.82
lll.l9

122.53
205. 29
271.88

103.000
103.000
103.000

2546.27
25l6.87
2547.30

. 82
1.9l
2. 67

3.20

us
5. 73

. 82
1.94
3.19

. 72
18.30
56. 77

103.500
103.500
103.500

2548.74
2549.60
2550.52

.00
. 00
2.ll

5. 58
7.08
6.04

.00
. 00
2.21

200.000
200.000
200.000

2551.l7
2552.50
2552. 77

.00
1.86
3.05

us
5. 22
6. 86

101.000
201.000
201.000

2551.56
1553.41
2514.04

. 00
1.53
3.00

202.000
202.000
202.000

255U9
2555.11
2555.85

1.16
1. 76
U9

6.18
8. 20

VR08

QL08

QCH

QR08

DEPTH

SSTA

EHDST

115.98
195.36
210.36

2188.97
216U4
21l9 .!l

1348.04
1360.00
2360.00

2. 32
3.01
3. 36

56. 76
156.22
168.80

!059.H
1047.37
1041.20

1180.53
1203.59
1210.00

6.04
53.22
189.14

2. 53
3.13
3.l8

81.32
171.97
220.32

2302.01
2193.11
2287.74

2383.32
2l65.09
2508.07

!9U8
l52.08
706.76

1.30
32.95
109.68

1.77
2. 37
2.80

78. 51
120.85
132.61

2183.39
2168.27
2157.39

2261.90
2289.12
1190.00

.00
. 00
12U5

197.00
503.33
702.82

.00
.00
45.84

l.H
2.30
3.22

37.36
45.96
21U8

2193.16
1191.01
2065.42

2130.52
2236.97
2180.00

.00
1.25
2. OJ

.00
110.28
292 .l!

197. 00
392.26
578.71

.00
•79
2.95

2.H
3. 50
3. 77

29.70
177.51
178.83

1H2.65
1000.00
1000.00

1172.35
1177.51
1178.83

3.16
U6
6. 07

. 97
2.12
3. 04

.00
3U2
155.67

191.31
HUO
723.13

U9
66.76
189.31

2. 56
U4

53.38
133.l3
151.54

1053.61
1000.00
1000.00

1106.99
1133.l3
1151.54

uo

1.18
2. 79
U4

. 24
8. 56
lU2

195.89
511.10
9l6. 83

. 86
3D.34
123.35

1.29
2.11
1.85

51.51
70.07
86.50

1073.55
1069.0
1065.78

1125.06
1139.50
1152.28

us

TOPi!D

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5/18!91

!0: 48: i i

PAGE

SECNO

CISEL

103.000
103.000
103.000

1558.75
2559.71
1560. 68

1. 58
1.00
4.83

5. 76
7. 53
8.41

1.58
4.00
5.18

7. 34
58.87
198.41

!80 .48
417.45
668. 38

9.18
73. 68
138.21

101.000
101.000
101.000

1561.19
2563. 36
1564.16

1.74
3. 39

4.38

5.14
7.19
8. 40

1.74
3.39
4.61

3.61
55.03
196.42

190.79
455.71
758.99

105.000
105.000
105.000

2565.97
1566.74
256 7.63

.00
1.38
3. 60

4.51
6. 69
7.90

.00
1.40
3.63

.00
4.17
19.99

106.000
106.000
106.000

1570.66
157!.15
1571.82

. 00
. 00
. 00

3. 64
4.81
6.14

.00
.00
. 00

107.000
207.000
107.000

1574.14
1574.74
2575.55

. 00
. 00
.00

.90
2. 66
4.13

108.000
108.000
108.000

1580.03
1580.43
1581.!0

. 00
. 00
. 00

109.000
109.000
109.000

1583.57
2584.28
1585.25

109.500
209.500
209.500

VLOB

VCH

VR08

QLOB

QCH

QROB

lOPi!D

SSTA

ENOS!

!.75
1.71
3.68

41.97
63.6!
103.91

1077.16
1067.81
!011. 96

1119.43
1131.45
1116.87

1.59
39.26
149.60

1.99
1.86
3.76

11.62
70.85
100.54

1061.47
1016.17
1030.39

1106.09
1117.01
1130.93

197.00
516.48
935.96

.00
19.34
139.05

1.97
1.74
3.63

11.28
71.21
101.15

1015.11
1010.31
1014.79

1069.52
109!.53
ll16. 91

.00
.00
.00

191.00
516.00
1062.00

. 00
.00
•00

.66
!.15
1.81

88.24
104.41
120.07

1068.37
1062.19
1056.79

ll56.61
ll66. 90
1176.86

. 00
.00
.00

.00
. DO
.00

5.00
102.00
419.00

. 00
. 00
. 00

.11
.71
1.55

14.18
63.97
90.50

1018.35
1010.78
1030.58

1092.61
llOU5
ll21.08

. 76
3.43
5.38

. 00
. 00
.00

.00
.00
.00

1.00
77.00
372.00

. 00
. 00
. 00

.OJ
.43
1.10

15.91
59.01
78.76

1011.61
1039.61
1031.11

1090.58
1098.61
1110.00

. 00
.00
.00

. 88
4.25
5. 93

. 00
. 00
. 00

. 00
.00
.00

1.00
77.00
371.00

.00
. 00
. 00

.07
.78
1.75

16.45
31.73
58.76

19.28
11.18
10.00

45.72
51.12
68.76

1586.15
2586.86
2587.62

.00
.00
.00

1.56
3.75
5.18

.00
.00
. OD

. 00
.00
.00

1.00
77.00
372.00

. 00
•00
. 00

.15
.86
1.61

8.39
47.51
88.89

50.SO
31.24
10.55

59.20
78.76
99.45

210.000
210.000
210.000

2588. 75
2589.37
2590.11

.00
. OD
. 00

!.10
3. 60

.00
. 00
. 00

.00
.00
.00

1.00
77.00
371.00

.00
.00
.00

.15
. 77
1.51

10.88
55.30
131.13

62.38
31.29
.00

73.16
86.59
131.13

211.000
211.000
211.000

2577.32
2577.91
2578.30

. 00
. 00
1.31

.00
.00
.00

.00
.00
.89

199.DO
430.00
642.11

•00
. 00
.00

1.31
1.91
1.30

18.20
54.10
59.50

1021.80
1015.90
1010.50

1070.DO
1070.00
1070.00

212.000
212.000
212.000

1578.84
2579.35
2579.74

.DO
.00
.00

.00
. 00
. DO

.00
.00
.00

199.00
430.00
643.00

.00
. 00
. 00

.81
1.35
1.71

81.74
105.58
118.41

130.26
116.35
106.59

211.00
121.92
225.00

4.39
UJ
5.73

6.65
4.01
4.46
4.58

DEPTH

37

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SilS /92

10:<8:57

0 AGE

38

Shado• Htn. 1ributm
SUHHARY

""

PR!HTOUT

i

SECHO

CiSEL

CR!iS

EG

101.000
101.000
101.000

2540.42
2540,91
25H.21

25l0.42
2540.91
2541.21

2540.69
25<!.23
25H.62

. 00
. 00
. 00

101.500
101.500
101.500

2542.32
2543.01
2Sll.36

2542.32
2543.01
25lU6

2542,/l
2Sll.l2
2Sll.88

102.000
102.000
102.000

25H.Sl
2545.13
25ll.l8

25H.Sl
2545.13
2545.l8

25H.85
2545.52
25l5.95

1.76

l""

103.000
103.000
103.000

25l6.27
25l6.87
2547.30

2545.93
2Sl6.60
25l7.10

25l6.l3
2547.18
25l7.74

1.56
1.65

r

103.500
103.500
103.500

2548.74
2519.60
2550.52

2548.74
25<9.60
2550.52

200.000
200.000
200.000

255l.i7
2552. 50
2552.77

201.000
201.000
201.000

r
r
r

r
r

r

r
r
r
r

r

I

I

Hl

OLOSS

ELHIH

!OIKS

.00
.00
.00

2538.00
2538.00
1538.00

119.85
127.70
H8.55

. 00
. 00
.00

.00
. 00
. 00

!.06
U2
2. OS

•67
'73
. 80

2.21
2.11
2. 20

-.36
-.26
-.18

2540.00
2540.00
2540.00

186.85
175.l6
18U8

16. 67
16.6 7
16. 67

120.00
120.00
120.00

1.16

. 95
. 82
. 87

1. 86

.18
.16
.17

2542.00
2542.00
2542.00

151.99
116. 32
153.86

16.67
16.6 7
16.6 7

120.00
120.00
120.00

1.48

1.78

.02
.01
.00

25H.SO
2511.50
2511.50

92.50
104.57
115.62

18. 52
18.52
18.52

135.00
135.00
135.00

1.48

. 56
. 64
. 70

2549.22
2550.37
2550.99

I. 51
3.77
1.60

-1.96
-.99
. OS

254 7.30
2547.30
25ll. 30

311.30
259.98
110.09

19.31
19.31
19.31

145.00
145.00
HS.OO

1.83
2. 51
1.60

1.01
1.00
. 70

2551.15
2552. so
2552.77

2551.84
2552.84
2553.30

2. 61
1.13
1.55

.01
.58
-.13

25<9.00
25<9.00
2549.00

H8.03
92.27
136.61

13.08
13.08
13.08

130.00
130.00
130.00

1.26
1.24

2552.56
255US
255U4

2551.69
2552.83
2553.72

2552.72
2553.73
255U8

. 85
1.17

.02
.01
.01

2550.00
25H.OO
2550.00

l6.83
63.66
80.53

8.33
8.33
8.33

120.00
120.00
120.00

. 49
. 95
1.50

202.000
202.000
202.000

255U9
2555.11
2555.85

255U2
255<.97
2555.81

255U7
2555.67
1556.78

1.82
1.85
2.16

.04
.08
.15

2553.00
2553.00
2553.00

167.68
l56.3l
175.78

17.65
17.65
17.65

170.00
170.00
170.00

1.06

. 75

1.79
2. 82

.80
•90

203.000
203.000
203.000

2558.75
2559,72
2560.68

1558.75
2559,72
2560.68

1559.23
2560,45
2561.50

4.06
3.27
2. 53

-.l6
-.17
.30

2557.00
2557.00
2557.00

225.65
181.00
139.<7

22.22
22.22
22.22

180.00
180.00
180.00

1.77
2.50
2. 77

. 91
.89
. 83

20UOO
20UOO
20UOO

256U9
2563.36
256U6

2562.38
2563.36
256U6

2562.89
256U6
2565.11

3.65
3.18
2. 69

.01
.01
-.08

2560.50
2560.50
2560.50

183.75
176.42
U9.61

19.44
19.44
19.44

180.00
180.00
180.00

1.42
2. 32
2. 81

. 81
. 87
. 85

205.000
205.000
205.000

2565.97
2566. 7l
2567.63

2565.79
2566.72
2567.63

2566.28
2567 .H
2568.48

3. 39
3.35
2.85

.01
.00
-.08

2564.00
2564.00
2564.00

192.66
195.96
158.35

19.44
19.H
19.44

180.00
180.00
180.00

1.18
2.H
2. 60

.80
.89
.86

206.000
206.000
206.000

2570.66
2571.25
1571.82

2570.59
2571.11
2571.71

2570.87
2571.61
2572.H

1.57
U7
3.89

.01
.03
.03

2570.00
2570.00
2570.00

243.02
201.21
212.52

28.57
28.57
28.57

210.00
210.00
210.00

. 90
1.31
1.91

. 83
. 83
. 90

1.85

.88

KICHSL

XLCH

SHEAR

1.76
2. 24

1.94
2.38
. 59
1.06

2.05

FRCH

. 76
. 78
. 82

.74
.63
. 78

.43
. 53
. 62

r

5/18/92

r

SEC NO

CWSEL

ems

EG

107.000
207.000
207.000

1574.14
2574.74
2575.55

1574.08
2574.54
2575.25

1574.15
2574.85
1575.82

J .1b
J .11
3.38

208.000
208 '000
108.000

2580.03
2580.43
2581.10

2580.02
2580.43
2581.10

1580.04
2580. 62
2581.55

209' 000
209.000
209.000

158J.57
1584.28
2585.15

258J.55
2584.28
2585.25

109' 500
209.500
209' 500

2586.15
2586.86
2587.62

210.000
210.000
210.000

,.
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,.

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10:48:57

J9

'AGE

Hl

ELm

101KS

.01
. OJ
. OJ

2571.00
1574.00
2574.00

118.15
118.56
1JU6

19 .51
19. 51
19.51

205.00
205.00
205.00

.94

.45
. o1
. 69

13.43
5. )j
6.98

-10.11
'02
-1.95

2580.00
2580.00
2580.00

610.67
J9J.11
J17' 20

17.17
27.27
27 '27

220.00
220.00
110.00

.11
. 9J
1.74

. 98
1.01

158J.59
1584.56
2585.80

3.55
3.65
2. 96

'00
.16
.1J

258J.50
258J' 50
2583' 50

1l9. 96
J65 .46
296. J5

35.00
J5 '00
JS.OO

100.00
100' 00
100.00

.11
1.26
1. 98

. 59
1. 01
1. 01

2586.15
2586.86
2587.62

2586.19
2587.08
2588.0J

UJ
2' J7
U6

-UJ
-. 08
- '08

2586.00
2586.00
2586.00

688. J8
395. JB
327.01

41.67
41.67
41.6 7

60.00
60.00
60' 00

. JJ
1.07
1.65

. 99
1.01
1. 02

2588.75
2589.J7
1590.11

2588.74
2589.37
2590.11

2588.77
2589. 58
2590.41

1.58
2.10
1.58

•00
-' 06
. 04

2588.60
2588.60
1588.60

411.97
420.87
316.29

52.00
52.00
52.00

50.00
50.00
50.00

•20
1. 02
1.18

.77
1.02

211.000
111.000
211.000

1577.32
2577.91
25 78.30

2577.18
2577.76
2578.17

2577.62
2578.42
2578.99

. 00
.00
. 00

.08
. 09
.11

2576.00
2576.00
1576.00

200.03 -12600.10
199.10 -12600.10
198.50 -1160D.l0

. 00
. 00
•00

1.16
1.73
2.17

. 81
. 86
. 89

211.000
112.000
212.000

2578.84
2579.35
1579.74

1578.80
2579.21
1579.49

25 79.09
2579.66
2580.06

1.46
1.21
1.04

. Ol
. 02
. 04

2578.00
2578.00
25 78.00

187. 38
106.46
153.65

60.00
60.00
60.00

1. 09
1.18
1.14

. 91
. 81

OLOSS

KICHSL

33.33
33.33
33.33

XLCH

SHEAR
.09
. 48

FRCH

.79

.n

.H

r
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i

r
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r

Appendix D
Scour Computation Sheet for Problem Area c

r

SE¥-J- Uo \ · DA.T

r
r
'

SINGLE-EVENT SCOUR DEPTHS
/00 -YR.

i'

HYDRAULIC/GEOMETRIC PARAMETERS OF TYPICAL FLOW SECTION:
5ELT\0 tJ, 2. C!t •5

r
r

Design discharge.
Energy/bed slope
Hydraulic depth
Max. flow depth
Velocity
Froude No.
Top width of flow
Bottom width of section
Bend angle
Radius of curvature
Width of obstruction (I)
Pier coefficient (I)
Drop height (3)

r
rr

r
,.

=
=
=
=
=
=
=
=
=
=

=
=
=

I~C1o
Q•OI:JO

l·~~

2·J:i3
:I· ]0

cfs
ft/ft
ft.
ft.
fps

l ~=~· 2.'2> ft.
ft.
degrees
ft.
ft.
ft.

SCOUR COMPONENTS:

;

'

r

r,.

0
General-scour depth
=
Anti-dune trough depth= o.su \
= c.C'2..55
Bend-scour depth
low-flow thalweg
= I .o
Local-scour depth (I) =
Local-scour depth (2) =
Local-scour depth (3) =

ft.
ft.

Computed-scour depth
Safety factor

ft.

ft.

ft.
ft.
ft.
ft.

!

r

Adjusted-scour depth =
Long-term degradation =

r
r

,.
'

...

r

=
=

Design-scour depth

(I)
(2)
(3)

=

I . S~IDL<>

I ·3
'l '~'2>,~

ft.

ft.

3.D

ft.

Relative to bridge piers or other similar obstructions to flow.
Relative to channel constrictions (i.e., roadway embankments).
Relative to abrupt changes in the channel profile (i.e., drops)

r
r"
'

r
r
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r
r
r
r
r

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r
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r

r
r
r

Appendix E
Summary Input/Output Listing for SBWDUS2.DAT including
associated Scour Computation Sheet for Problem Area D and E
(see accompanying 5 1/4" diskettes for complete HEC-2 data
files)

r

1/19192

12: 0:<0

PAGE

r

r
r
r

THIS RUN EXECUTED 5/19/92
t Utili U I I II UUU U UtU U l tiU U 111111 Ul tU U I

HECl RELEASE DATED SEP 88 UPDATED SEPT 1989

ERROR CORR - 01, D1, 03
HOOIFICATION -

••••••••••••••••••••••••••••••••••••••••••••••••••

SPLIT FLOi BEIHG PERFORHEO

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.

SF

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iS
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SPLIT FLOi ANALYSIS SECTIONS 39 - 40

SEC 39 TO SEC 40
39
40
26
0 2668.0
35 26 70.0

2' 7
100 2672.0

160 2674.0

190 2676.0

12: 0:40

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'!

5119/91

fl
T1
T3

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PAGE

South Branch Upper Car1ack Sub-Basin Ng1t Studv
Prepared for Pi1a County under Contract 107-0H-115368-0891
South Branch Wash U/51 5-year

Jl !CHECK

r
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r
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11: 0: lO

INQ

NINY

IDIR

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3B
53

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55
0
39

16
3B
61

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STRTOS

13
1

56
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16H.5
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1170.0
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1651.0
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1651.0

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1085
1650.0
1650.9

1150
1085.0
1130.0

210
16l8.0
2650.0

120
1100.0
1260.0

110
1648.0
2650.9

0
1130.0
1180.0

0
2650.0
1650.8

1150. 0
1300.0

XI
GR
GR

16.0
1660.0
1658.5

8
0.0
1380.0

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1663.5

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1380.0

110
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0
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QT
XI
GR

39.0
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118
5

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1000
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883
1100
1000.0

110
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1669.0

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XI
GR
GR

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1676.0
1676.0

6
1000.0
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1000
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190
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12: 0:40

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160

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2682.0
1682.0

1010.0
1210.0

2681. 0
1683.0

l1.0

11

!OlO

1100

185

GR
GR
GR

1690.0
1686.0
1689.0

1000.0
1070.0
1290.0

2688.0
1687.5

1015.0
1100.0

2688.0
2687.5

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1035

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170
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180

0

0

2686.0
2688. 0

1050.0
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2685.0
2688.0

lHO.O

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0

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2693.0

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1020.0
1110.0

130
1696.0
1696.0

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130
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1105
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1709.0

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70

90

80

2712.5

1075.0

1712.0

1080.0

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1145.0

50
1715.0

70
1045.0

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0
171U

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X3

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1200.0

27!l.O

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1130
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1000
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380
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r
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l/19/91

X1

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GR
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r

GR
GR

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11: 0:10

PAGE

19.0
1710.0
2138.0

6
1000 .0
1120.0

1000
1730.0

1220
1035.0

200
1718. 5

200
1050.0

100
1718.5

0
1100.0

1719.5

1110.0

so. 0
1710.0
1736 .0

8
1000.0
1H5.0

1000
1736.0
1736.0

!190
1020.0
1!55.0

100
1736.0
1710.0

200
1050.0
1190.0

100
1735.5

1070.0

2135.0

0
1!15.0

r
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5119/91

li

12: 0:10

PAGE

SEC 39 10 SEC 10
ASQ
.31

QCOHP
.33

ERRAC
1.96

IASQ

ICQ
.31

.33

lABER
U6

H!TER

OSiS
USiS
OSSHO
USSHO
6 2668.131 2671.192
39.000
10.000

11

r
r

5/19/91

Tl

'

12

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.
.
I

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12: O:lO

PAGE

South Branch Upper Car1ack Suo-Basin Mg1t Study
Prepared for Pi1a County under Contract 07-0l-S-115368-0B9l
South Branch iash U/S2 25-year

J1 !CHECK

IHQ

HIHV

IDIR

STRT

MfTR!C

HYIHS

Q

0. 0000
J2 HPROF

!PLOT

PRFVS
-1

XSECV

XSECH

iSfl

FQ

2643.71
FH

All DC
0

-1

!Bi

CHHIM
0

0
!TRACE
15

15

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5/19/91

Ti

11: 0:10

PAGE

SEC J9 TO SEC 10
ASQ
B.JJ

QCOHP
8.50

ERRAC
2.02

TASQ
8.JJ

TCQ
8.50

TABER
2.01

illER

om
USiS
OSSNO
USSNO
5 2668.471 2675.126
39.000
40.000

21

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1/!9/92

II
!2
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Jj

12: 0:40

PAGE

South Branch Upper Cmack Sub-Basin Hg1t Study
Prepared for Pili County under Contract 07-0H-111368-0891
South Branch Wash U/S2 100-year

ICHEC!

IHQ

HIHV

!01R

0
32 HPROf
11

!PLOT

STRT

HETRIC

HVIHS

Q

0. 0000

PRfVS

XSECV

XSECH

-1

0

0

iSH

fQ

2HU5

fH

ALLOC
-1

IBN

CHH IH

l1RACE
11

21

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5/19192

Ti

12: 0:10

PAGE

SEC 39 TO SEC 10
ASQ
55.11

QCOHP
55.12

ERRAC
.53

TASQ
55.11

TCQ
55.12

TABER

.53

illER

DSiS
USiS
DSSNO
USSNO
5 2666.733 2675.378
39.000
40.000

3l

r

1/19/91

11: D: ID

PAGE

35

r

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THIS RUH EXECUTED 5/19/91

t l I l U l I U I U I UU I lU U U U UU I I I I It tillS I UUU

J

HEC1 RELEASE DATED SEP 88 UPDATED SEPT 1989

r

ERROR CORR - 01.01.03
HODIFICAJ!OH -

r

••••••••••••••••••••••••••••••••••••••••••••••••••

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HOlE- ASTERISX (1) AT LEFT OF CROSHECTIOH HUH8ER IHDICATES HESSAGE

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SUHHARY OF ERRORS LIST

SUHHARY PRIHTOUT

r
r

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r

IH

South Branch iash U/S1

•

r

11: 1: 8

SECHO

CiSEL

14.000
14.000
14.000

1643.15
1643.75
1641.15

. 00
.00
1.15

3.68
5. 31
6.IS

5. 50
6.17
6.15

15.000
15.000
15.000

1650.19
1651.13
1651.68

1. 03
1. 53
3.19

6. 86
6. 75
7.90

16.000
16.000
16.000

1657.75
1658.44
1658.86

. 00
1.54
1.11

39.000
39.000
39.000

1668.14
1668.47
1668.73

1.53
3.16
4.17

40.000
40.000
40.000

1674.79
1675.13
1675.38

41.000
41.000
41.000

Vl08

VCH

QCH

QR08

. DO
. 00
3.99

171.67
695.00
1187.49

468.33
865. DO
1358.51

1.15
1.95
3.45

1.03
1. 81

us

. 80
8D. 91
198.17

736.83
1179.73
1615.97

1. 38
199.35
735.87

5.35
5. 37
5. 63

.00
1.34
3.14

.00
83.78
433.04

740.00
1394.44
1881.76

uo
5.35
6.04

. 97
1.08
1. 69

4.13
30.68
61.13

. 00
.00
.00

4.11
4.83
5. 51

.00
.00
.00

1681.47
1681.89
1681.34

.00
. 00
1.18

4.76
5.84
5. 91

41.000
41.000
11.000

1687.13
1687.74
1688.35

.00
.00
1.18

43.000
43.000
43.000

1691.37
1691.86
1693.11

.00
. 00
.00

VR08

QL08

DEPTH

TOPi!D

SSTA

EHOST

195.98
141.16
366.61

1115.84
1105.36
1071.11

1471.78
1190.46
1500.00

1.19
3.13
3. 68

97.36
183.11
319.69

1076.89
1031.81
1013.45

1161.14
1316.01
1333.13

. 00
81.78
13UO

1.75
1.44
1. 86

157.76
513.51
746.18

1114.81
86UI
633.71

1181.59
1377.71
1380.00

173.19
510.05
74U9

.17
6. 93
11.67

1.14
1.47
1.73

114.06
134.14
141.99

980.00
980.00
980.00

1104.06
1114.14
1111.99

. 00
.00
.00

178.00
566.00
883.00

.00
. 00
. 00

. 79
1.13
1.38

130.10
165.98
171.91

1014.16
1017.47
1011.43

1180.94
1183.45
1185.34

. 00
. 00
.00

. 00
. 00
47.17

178.00
566.00
835.73

.00
.00
. 00

1.47
1.89
1.34

85.19
97.15
163.37

1094.07
1081.85
1016.63

1180.00
1180.00
1180.00

5. 71
6.90
7.17

.00
. 00
. 00

.00
.00
11.07

178.00
566.00
861.93

. 00
.00
.00

1.13
1. 74
3.35

48.30
58.70
87.63

1044.34
1041.30
1011.37

1091.64
1100.00
1100.00

5.46
6.50
7.18

1.98
3. 41
U4

. 00
. 00
. 00

141.10
381.39
508.61

36.80
184.61
374.39

1.87
3.36
3. 71

89.11
110.71
111.04

1041.11
1039.19
1037.96

1130.33
1150.00
1150.00

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5/19/92

11: 0:10

'AGE

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SECHO

CiSEl

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H.OOO
H.OOO

1696.10
2616.51
1696.86

. 05
l.B5
2.51

5.01
6.00
6. 71

3. 06
1.02
U9

. 00
3. 06
11.61

!93.47
318.31
136.83

8U2
211.60
134.53

1.10
1. 51
2. 86

15.000
15.000
15.000

1701.31
270l.BO
2701.21

. 00
. 00
1.81

1.96
5. 70
5. 81

.00
. 00
1.18

.00
. 00
23.91

178.00
566.00
857.50

. 00
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1.59

16.000
16.000
16.000

1708.21
2708.66
1709.04

1.19
2. 61
3. 36

U7
5.90
6. 77

. 06
2. 52
3. 20

. 61
8. 71
27.03

277.35
555.87
851.67

. 00
1.39
1.29

16.300
46.300
16.300

1710.73
1711.28
1711.70

.06
3. 06
1.38

5. 31
6.13
7.55

.00
. 00
.00

.00
7.!I
19.50

278.00
558.86
863.50

16. 500
16.500
16.500

2713.67
2711.22
2711.67

.00
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5. 33
6. 31
7.17

. 00
1.16
2.16

. 00
. 00
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r

17.000
17.000
17.000

2715.11
1715.86
2716.23

.00
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3. 57
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. 00
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uo

r
r

18.000
18.000
18.000

2721.65
2721.95
1722.17

. 00
.00
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19.000
19.000
19.000

2718.81
2718.96
2729.08

50.000
50.000
50.000

2735.78
2736.08
2736.23

'

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113.02
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!35.71

1013. H
1038.57
1031.29

1156.76
1161.01
1170.00

1.31
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75. 50
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177.68

1118.80
1108.91
1018.19

1191.30
1209.09
1215.93

l.ll
l. 96
1.31

89.20
96.63
103.12

1026.10
1010.01
1011.17

1115.60
1116.66
1117.59

. 00
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1.73
1. 28
1. 70

60.19
70.00
70. 00

1059.36
1055.00
1055.00

1119.55
1115.00
1125. 00

273.00
565.16
86 7. 58

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.81
15.11

1.67
2.22
1. 67

59.15
76.06
88. 56

1075.00
1075.00
1075.00

1131.15
1151.06
1163.56

.91

. 00
. 00
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201.00
109.00
631.69

.00
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1.01
1.16
1.83

86. 27
108.19
117.91

1032.68
1019.13
1011.11

1118.95
1127.11
1132.06

1.01
1.73
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.00
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130.00
251.00
380.00

. 00
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. 65
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1.17

61.19
77.59
82.86

1012.03
1036.07
1031.00

1106.22
1113.66
1116.86

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2. 72
3. 57
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130.00
252.00
380.00

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156.25
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!61.55

1016.88
1015.13
1011.23

1203.13
1204.57
1205.77

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3.70
3. 88
Ul

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130.00
252.00
380.00

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1.08
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80.10
136.11
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1058.52
1019.58
1018.88

1138.61
1155.73
1156.96

36

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5/19/91

11: O:iO

PAGE

37

South Branch iash U/S1
SU~MARY

'

I

PRINTOUT

SECHO

CiSEL

CR!iS

EG

1UOO
1UOO
1UOO

16il.15
16iJ. 75
16H.15

16i3.15
16iJ. 75
16iU5

16iJ.61
16H .18
16H .85

. 00
.00
. 00

15.000
25.000
25.000

1650.19
2651.23
1651.6S

1650.19
2651.23
2651. 6S

1650.91
2651.79
1652.JS

us

16.000
26.000
16.000

1657.75
2658.H
1658.86

2657.75
1658.H
1658.86

39.000
39.000
39.000

1668.H
166S.O
166S.7J

iO.OOO
iO. 000
iO.OOO

Hl

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ELMIH

!OIKS

. 00
. 00
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16i0. 80
16i0. 80
16i0. 80

108.71
119.68
193.91

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. 00
.00

. 00
. 00
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. 88
1.57
l.S7

2.0
1.75

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. 86
. 63

16iS. 00
16iS.OO
26iS. 00

111.9i
112.21
12UJ

31. 73
32. 73
J2. 73

120.00
110.00
220.00

2.19
l.SS

us

. 73
. 79

265S.20
1658.85
1659.15

6.5S
J.il
1.6 7

.. 93
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1656.00
1656.00
1656.00

Jll.15
161.19
117.1i

38.10
38.10
38.10

110.00
110.00
110.00

1.71
U6

1.01
. 79

166S. H
166S.O
166S. 73

166S.i1
166S. 90
1669.17

s. 39
7.38
6. Bi

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·1.50
·1.66

1667.00
1667.00
1667.00

310.90
17US
15J .10

iO. 7i
iO. 7i
iO. 7i

170.00
170.00
170.00

1.23
1.66
1.95

. 95
. 96
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167U9
1675.1J
1675.JS

167U9
1675.13
1675.JS

1675.06
1675.i9
1675.S5

7.13
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167i.OO
167UO
167UO

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JJ9. S6
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J6.8i
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190.00
190.00
190.00

1.01
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1.79

1.11
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16SU7
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16Sl.i 7 16Sl.81
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16SO. 00
16SO.OO
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Ji6.05
317.71
107.0S

J7. 50
37.50
37.50

160.00
160.00
160.00

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i2.000
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16S7.13
16S7.7i
16SS. 35

16S7.11
16S7. 7i
16SS. J5

16S7.6i
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16S9.15

5. 77
5.10
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. 36
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16S5. 00
16S5.00
16S5.00

19S.5S
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100.91

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1691.J7
1691.S6
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1691.S6
169J.11

1691. 7S
169J.J6
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1.35

.69
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16S9. 50
16S9. 50
1689.50

159.1i
167.75
176.95

J1.14
J1.14
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H.OOO
H.OOO

1696.10
1696.51
1696.S6

1696.10
1696.51
1696.86

1696.41
2696.94
1697.JS

1.6 7
2.50

-.19
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169UO
169UO
1694.00

105.75
191.11
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i5.000
i5.000
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1701.31
1701.80
1702.14

1701.31
1701.80
1701.14

1701.69
1701.31
1701.76

.. 93
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1700.00
1700.00
1700.00

i6.000
i6.000
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170S .1i
170S.66
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1708 .1i
170S.66
1709.04

170S.59
1709.10
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5.01

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1706.70
1706.70
1706.70

i6.JOO
46.300
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1710.73
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1711.70

1710.73
1711.18
1711.70

1711.17
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1711.57

1.89
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301.66
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1.56
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100.00
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5/19/91

11: 0: lO

PAGE

SEC NO

CiSEL

CR!iS

EG

l6.500
l6. 500
l6. 500

1713.67
171U1
171U7

1713.67
171U1
1714.67

171U1
171Ul
1715 .l6

1. 53
1.10
1.90

l7. 000
47.000
l7. 000

1715 .ll
1715.86
1716.13

1715.19
1715.66
1715.96

1715.61
1716.11
1716.53

48.000
48.000
48.000

1711.65
1711.95
1711.17

1711.65
1711.95
1711.17

49.000
49.000
49.000

1718.81
1718.96
1719.08

50.000
50.000
50.000

1735.78
1736.08
1736.13

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-. 06
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1711.00
1711.00
1711.00

315.78
175. 70
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37. 50
37. 50
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80.00
80.00

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1711. 90
1711.19
1711.61

7. 53
6. 77
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1711.00
1711.00

376.36
338.75
315.71

33.00
33.00
33.00

100.00
100.00
100.00

1.18
1.45
1.70

1.01
1. 01
1.01

1718.78
1718.94
1719.08

1718.93
1719.16
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1718.50
1718.50

317.98
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37. 50
37.50
37.50

100.00
100.00
100.00

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1735.78
1736.07
1736.11

1735.99
1736.31
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7. 04
7.15
7.17

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1735.00
1735.00
1735.00

l77. 64
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31.50
31.50
31.50

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1.37

. 99
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K'CHSL

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SINGLE-EVENT SCOUR DEPTHS
\00-

'\'R.

HYDRAULIC/GEOMETRIC PARAMETERS OF TYPICAL FLOW SECTION:
Av~e;s

VAJ.....ue:::. Fe~ SSc...no!-4 L\Z.

Design discharge
Energy/bed slope
Hydraulic depth
Max. flow depth
Velocity
Froude No.
Top width of flow
Bottom width of section
Bend angle
Radius of curvature
Width of obstruction (I)
Pier coefficient (I)
Drop height (3)

!'"'
!

r

i

r
r

=
=
=
=
=
=
=
=
=

8~'2..
0• O'Z..OD\

\.:35
:Q ."&S
:J.:Z,.]

fl:J.I.>3

=

=

cfs
ft/ft
ft.
ft.
fps
ft.
ft.
degrees
ft.
ft.

=

ft.

=

SCOUR COMPONENTS:

r
r

General-scour depth
=
Anti-dune trough depth =
Bend-scour depth
=
Low-flow thalweg
=
local-scour depth (I) =
local-scour depth (2) =
local-scour depth (3) =

!""
t

O·t..'15o

0' 03'2..\
~.o

ft.
ft.
ft.
ft.
ft.
ft.
ft.

3.10'11

ft.

Adjusted-scour depth = Y·SI'IZ
Long-term degradation =

ft.
ft.

Design-scour depth

ft.

Computed-scour depth
Safety factor

r

0

=
=

\ .:,o

'

!""
!""
!""

""

(I)
(2)
(3)

= 5.o

Relative to bridge piers or other similar obstructions to flow.
Relative to channel constrictions (i.e., roadway embankments).
Relative to abrupt changes in the channel profile (i.e., drops)

r

~S\IJDuS2. · D,o.;-\

r
r

SINGLE-EVENT SCOUR DEPTHS
JOO-YR...

r

HYDRAULIC/GEOMETRIC PARAMETERS OF TYPICAL FLOW SECTION:
A-.,J~'=I.= VAL...I.lE.!;:. Foe. Sec.. 4t.,.:, 4 '-liD-S

r

Design discharge
Energy/bed slope
Hydraulic depth
Max. flow depth
Velocity
Froude No.
Top width of flow
Bottom width of section
Bend angle
Radius of curvature
Width of obstruction (1)
Pier coefficient (1)
Drop height (3)

r
r
r
r'

= BSI · 5"\
= Q .oz.!:l3J
= 1-::l !,Q5]
= 2.· £DSS
=
J' ~~..
=
= ]g,,'2..~
=
=
~~
=
=
=
=

cfs
ft/ft
ft.
ft
fps
0

ft.
ft.
degrees
ft.
ft.
ft.

SCOUR COMPONENTS:

r

Genera 1 -scour depth
= o
ft.
Anti-dune trough depth= o.-,349 ft.
Bend-scour depth
= \ .'2..1.>~8 ft.
low-flow thalweg
= 1, o
ft.
Local-scour depth (1) =
ft.
local-scour depth (2) =
ft.
Local-scour depth (3) =_ _-_ _ _ ft.

r

r
r

Computed-scour depth
Safety factor

r

=

'3,,00

=

I , !>

ft.

Adjusted-scour depth = 3 .~"0
ft.
long-term degradation =_ _ _ _ ft.

r

Design-scour depth

= L...\,o

ft.

'''""

r

r
I"
!

(1)
(2)
(3)

Relative to bridge piers or other similar obstructions to flow.
Relative to channel constrictions (i.e., roadway embankments).
Relative to abrupt changes in the channel profile (i.e., drops)

r
r
'

r

r
r
!

r
r

r
r
r
r
!

r
r

r
r

r
r

Appendix F
Summary Input/Output Listing for 401I409.DAT (see accompanying
5 1/4" diskettes for complete HEC-2 data files)

Yo\ oL..\oq

r

6/10/91

12:59:15

PAGE

r
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THIS RUN EXECUTED 6/10/92
f t U U t U U t t U i UUt UUU tUff t aUU t lUi Ui ill t

12:59:15

HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989

ERROR CDRR - 01,02,03

MODifiCATION UUltU,UUtU:UfffUtUUUffifiUtifUUtUUf

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South Branch Upper Cartack Sub-Basin Hgtt Study
Prepared for Pita County under Contract 107-04-S-115368-0891
5-year
Glenhurst lash
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1781.5

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2784.0

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1801.0

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1011.0
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159
10

316
1000

486
1100

40

40

GR

1810.0
1805.5

1000 .0
1080.0

1808.0
1805.3

1015.0
1100.0

1806. 0
1805.0

40
1150.0
1030.0
1110.0

1000.0
1100. 0

1000
1810.0
1810.0

1070
1015.0
1115.0

40
1808.7
1810.0

407.0
1810.0
1817.0

1000.0
1135.0

1000
1816.0
1818.0

1060
1015.0
1!50. 0

408.0
1830.0
1817.0

1000.0
1140.0

1000
1816.0
1818.0

1000.0
1070.0

1000
1834.0
1835.0

GR
GR

or

GR

X1
GR
GR

X1
GR
GR

X!
GR
GR

X1
GR
GR

406 .0
1814.0
1808. 0

409.0
1840.0
1836.0

1040.0
1105.0

1804.5
1801.0

1050.0
1110.0

1805.5
1806.0

1050.0
1145.0

1805.1
1806.0

1070.0
1105.0

40
1030.0
1185.0

40
1809.0

1070. 0

1808.0

1095.0

80
1816.0
1810.0

80
1060. 0
1165.0

80
1816.0

0
1100.0

0
1817.0

1110. 0

1055
1010.0
wo. 0

95
1815.0
1830.0

95
1035.0
1160.0

95
1816.0

0
1055.0

1816.0

0
1105.0

1070
1010.0
1090.0

100
1834.0
1836.0

100
1030.0
1100.0

100

1834.0

0
1050.0

mu
1840.0

1035.0
ll10.0

r
r

r

6/10/92

T1
J2
T3

12:59:15

PAOE

South Branch Upper Car1ack Sub-Basin ~q1t Study
Prepared for Piu county under Contract 07-04-S·l!5l68-0B91
olenhurst iash
25-yw

Jl !CHECK

IHQ

NINY

IOIR

r
I"'

r
r
r

r

r
r
r

r
r'
r

r
!'"

r

.

~ETRJC

HV INS

iSEL

0. 0900

J1 NPROF

I"'

STRT

!PLOT

PRFVS
·1

XSECY

XSECH

FQ

2774.0
FN

ALL DC
-1

CHHI~

!Bi
0

!TRACE
15

r
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12:59:15

6/10/92

PAGE

South Branch Upper Cmack Sub-Basin Mglt Study
Prepared for Piu County under Contract 07-04-S-!15368-0891
100-year
Glenhurst lash

ll
72
73

Jl !CHECK

INQ

NINY

IOIR

S7R7

ME!RIC

HY INS

iSEL

0. 0900
J2 NPROF
15

!PLOT

PRFYS
-1

xsm

XSECH

FQ

2774.0
FN

ALL DC
-1

!Bi

CHNIM
0

l!RACE
15

14

r
r
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r

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r

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6/10/91

11:59:15

PISE

!HIS RUH EXECUTED 6/10/92

11:59:30

II Ul I i l JIUU lU U I U II I U U I Ul UU.I I I U U U I Ul

HEC1 RELE!SE O!TEO SEP 88 UPO!TEO SEPT 1989

ERROR CORR - 01,01,03
MOOifiC!TJOH -

••••••••••••••••••••••••••••••••••••••••••••••••••
HOlE- ISTERISK (1) AT LEFT Of CROSS-SECTION HUMBER INDICATES MESSAGE IH SUMMARY Of ERRORS LIST

Sienhurst lash
SUMMARY PRINTOUT

I
I

I

I
I
I

I
I

I
I

m

QR08

. 00
. 00
. 00

5. 26
16.31
40.18

67.74
145.68
218.81

. 33
. 49
. 68

. 00
.00
. 00

7J. 00
162.00
159.00

.22

us

. 00
. 00
. 00

4.20
J. 89
4.57

. 00
1.63
2. 40

. 00
. 00
. 00

73.00
123.60
168.68

. 00
. 00
. 00

1. 66
J. 33
J. 77

2. 96
3. 87
4.53

. 00
.00
.00

us

2802.32
2802.64
2802.90

.00
.00
.00

3.98
4.99
5. 72

2. 84
4.28
5.26

405.500
401.500
405.500

2805.80
1806.05
1806.25

. 00
. 00
.00

3.18
4.03
4. 77

406.000
406.000
406.000

1809.16
1809.41
2809.67

. 00
. 00
. 00

407.000
407.000
407.000

2816.47
2816.73
2816. 9J

. 00
. 00
. 00

SECHO

CiSEL

VL08

SSTA

EHOST

401.000
401.000
401.000

277J.83
277J. 99
2774.18

. 00
.00
.00

1.98
2.68
1.47

95.85
114.15
152.29

1093. 70
1085.34
1055.00

1189.56
1199.59
120!.19

402.000
402.000
402.000

2781.72
2782.87
2783.00

. 00
. 00
. 00

. 00
. 00
. 00

2. 63
3. 40

. 37
. 50

119.37
1J2. 41
1J5. 09

1035. 00
1035.00
1035.00

116U7
1167.41
1J70.09

403.000
403.000
403.000

2788.83
2789.22
2789.36

. 00
.00
. 00

.00
38. 40
90.32

.83
1.12
1.36

32 .OJ
14J .16
144.06

1034.49
1031.84
1030.94

1066.52
lJ7 5.00
1175.00

404.000
404.000
404.000

2794.27
2794.46
1794.63

10.32
17 .41

68.62
151.68
241.59

. 27
. 46
.63

92. OS
93.46
94.71

1037.95
1036. 54
1035.29

lllO.OO
lllO.OO
lllO .00

405.000
405.000
405.000

.00
. 00
.00

59.19
121.02
187.87

jJ. 81
40.98
71.13

. 82
1.14
1.40

43.24
46.38
49.01

1076.76
1073.62
1070.99

1120.00
1120.00
1120.00

4.11
4.78
5.40

. 00
.00
. 00

73.36
161.32
159.01

85.64
153.68
116.99

. 80
l. OS
1.15

101.73
110.40
121.88

1038.16
1019.60
1028.12

lll9. 90
1150.00
1150.00

1.ll
3. 59

us

4. jJ
5.19
5. 77

. 00
. 00
. 00

31.70
93.15
16 7. 96

127.30
111.74
JJ8. 04

1.16
1.42
1.67

89.87
96.15
102.12

1014.66
1021.65
1018.78

1114.53
1117.80
1120.90

3.82
4. 72
5.55

3. 72
4.55
5. 30

. 00
. 00
. 00

81.60
159.46
242.11

77.40
156.54
243.88

.47
. 73
. 93

96.07
102.29
107.17

1013.25
1012.27
1011.50

1109.32
1114.56
1118.67

VCH

VR08
1. 98

us

4.01

il08

DEPTH

TO PliO

10

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i

i

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6/10/!1

12:59:15

P!GE

SECHO

CiSH

ILOB

408.000
408.000
408.000

2826.31
2826.5 7
2816.81

. 00
. 00
. 00

4.19
5. 23
5. 80

2. 20
3. 36
4.07

.00
. 00
. 00

120.62
200.52
275.05

38.38
115.47
210.95

1.31
1.57
1.81

409.000
409.000
409.000

2835.01
1835.50
2835.85

. 00
. 00
. 00

4. 96
5. 60
6.18

. 06
2.09
2. 89

.00
. 00
. 00

159.00
308.14
454.46

.00
7.86
31.53

1. 01
1.50
1.85

ICH

I ROB

QLOB

QCH

QROB

OEPTH

sm

msr

97.59
107.91
117.32

1018.43
1017.14
1015.96

1116.01
1125.05
1133.18

43. 75
65.02
80. 31

1016.63
1015.00
1013.82

1090.10
1095.00
1098.53

TOPiiO

11

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11:59: 15

o/10/92

PAGE

G!enhurst lash

r

SUHHARY PRINTOUT

r

SEC NO

CISEL

ems

EG

401.000
401. 000
401.000

1773.83
1773.99
1!14.18

17!3.83
1773.99
17!4.18

1773.96
1774.11
17!4.41

. 00
. 00
.00

401.000
401.000
402.000

1781. T1
1781.87
1783.00

1782.71
2781.87
1783.00

1781.83
1783.05
1783.15

403.000
403.000
403.000

1788.83
2789.11
1789.36

1788.83
1789.11
1789.36

404.000
404.000
404.000

1794.17
1794.46
1794.63

405.000
405.000
405.000

r
,..
'''

r
I

r'

r
r

r

r
r
I

r
r
I

r
I

r

r

r

11

I
I

I
I

ELH IN

101!S

. 00
. 00
. 00

1773.50
1!13.50
17!3.50

403.55
417.41
184.51

. 00
. 00
.00

. 00
. 00
.00

.41
. 66
. 53

. 86
. 95
.80

4.65
3.88
3.50

-. 41
. 09
- .39

1781.50
1781.50
1781.50

489. 94
408.47
368.50

94.74
94.74
94.74

95.00
95.00
95.00

. 00
.00
.00

.00
. 00
.00

1789.10
1789.41
1789.60

1.11
1. 03
1.17

.36
. 41
.33

1788.00
1788.00
1788.00

368.05
178.58
107.04

78. 57
78.57
78.5 7

70.00
70.00
70.00

1.14
. 93
1.12

1. 01
. 75
. 83

1794.17
2794.46
1794.63

1794.41
1794.69
2794.94

4.31
3.69
3.35

-.40
-. 99
-. 67

1794.00
1794.00
1794.00

455.02
388.81
352.87

63.16
63.16
63.16

95.00
95.00
95.00

.66
.89
1.05

•97
. 97
. 96

1801.31
2802.64
1802.90

1802.32
2802.64
1802.90

1802.55
2803.00
1803.39

1.05
1.94
1.89

. 32
. 21
.16

1801.50
1801.50
2801.50

341.51
322.91
315.10

125.00
125.00
125.00

60.00
60.00
60.00

1.12
1.56
1.90

.97
1. 00
1. 03

405.500
405.500
405.500

2805.80
1806. OS
2806.25

1805.80
2806. OS
2806.25

2806.01
1806.36
2806.65

1.39
1.16
1.11

-. 01
. 01
. 03

1805.00
1805.00
1805.00

346. so
314.7!
303.69

87.50
87.50
87.50

40. 00
40.00
40.00

. 81
1.12
1.43

. 91
. 94
. 97

406.000
406.000
406.000

2809.16
1809.42
2809.67

2809.16
2809.41
2809.67

2809.39
2809.78
2810.11

. 96
1.08
1.04

.18
.10
. 09

2808.00
2808.00
2808.00

240.01
270.84
259.17

75.00
75.00
75.00

40.00
40.00
40.00

.45
.91
1.11

.74
.86
. 89

407.000
407.000
407.000

2816.47
1816.73
2816.93

1816.47
2811.73
2816.93

2816.69
2817.06
1817.39

3.04
2.61
1. 61

-.56
- .22
-.26

2816.00
1816.00
1816.00

379.74
325.69
326.18

100.00
100.00
100.00

80.00
80.00
80.00

1.08
1.44
1.83

. 99
.99
1. 03

408.000
408.000
408.000

2826.31
2826.17
1826.81

2826.31
2826.57
2826.81

1826.54
2826.91
2827.22

2.12

. 55
.31
.35

2815.00
2825.00
2825. GO

222.91
247.14
239.25

94.74
94.74
94.74

95.00
95.00
95.00

1.09
1.56
1. 81

.83
. 91
. 93

409. GOO
409.000
409.000

2835.01
2835.50
2835.85

2835.01
2835.50
2835.85

2835.39
2835.98
2836.42

3.40
2.55
2.39

-.54
.00

2834.00
2834.00
2834.00

340.10
255.38
238.85

90.00
90.00
90.00

100.00
100.00
100.00

1.18
1.59
1.95

1.13
. 99
. 95

HL

OLOSS

us
2. 27

•OS

!ICHSL

XLCH

SHEAR

FRCH