HomeMy WebLinkAboutFDP201800018 Study 2018-10-05Wim
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HEC-RAS Plan: 18 0308 - Proposed River: Stream A Reach: Stream A Profile: PF 1
Reach
River Sta
Profile
Q Total
Min Ch El
W.S. Elev
Crit W.S.
E.G. Elev
E.G. Slope
Val Chnl
Flow Area
Top Width
Froude # Chi
(cfs)
(ft)
(ft)
(ft)
(ft)
(ft/ft)
(ft/s)
(sq ft)
(ft)
Stream A
1500.000
PF 1
110.00
648.59
653.02
649.77
653.02
0.005045
0.54
283.17
117.23
0.05
Stream A
1200.000
PF 1
110.00
646.77
650.05
650.06
0.023767
0.96
151.87
79.42
0.10
Stream A
700.000
PF 1
110.00
641.56
645.47
645.47
0.006131
0.56
272.55
123.74
0.05
Stream A
400.000
PF 1
110.00
639.20
641.78
641.80
0.050857
1.19
139.94
129.27
0.14
Stream A
200.000
PF 1
110.00
636.22
640.83
640.83
0.001745
0.34
424.19
141.80
0.03
Stream A
181.528
PF 1
110.00
636.15
640.55
640.55
0.005438
0.55
247.92
119.08
0.05
Stream A
171.877
PF 1
110.00
636.35
640.48
637.29
640.48
0.005997
0.56
224.54
70.19
0.05
Stream A
161
Culvert
Stream A
33.995
PF 1
110.00
635.40
640.24
640.25
0.011337
0.88
157.55
50.42
0.07
Stream A
0.000
PF 1
110.00
634.88
639.40
636.09
639.41
0.012735
0.86
158.88
58.33
0.07
650
640
630
-;
Z
CD
4 610
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Lu
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590
570
0
I% ANNUAL
CHANCE BACKWATER
FROM I
ICKINGHOLE CRI
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ow
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CULVERT
LEGEND
0.2% ANNUAL CHANCE FLOOD
-- ---1% ANNUAL CHANCE FLOOD
- - —2% ANNUAL CHANCE FLOOD
--------10% ANNUAL CHANCE FLOOD
STREAM BED
CROSS SECTION LOCATION
400 800 1200 1600 2000 2400 2800 3200 3600
STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LICKINGHOLE CREEK
4000 4400 4800 5200
650
640
W
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630
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