FLOOD11753

• County: Douglas
• Stream Name: Horse Creek, West Creek, Fourmile Creek, Trout Cre
• Basin: South Platte
• Title: HEC-RAS Output and Cross Section Plots - Part 2
• Date: 12/1/2004
• Floodplain - Doc Type: Educational/Technical/Reference Information

b/UU
6700

672J.4l:l
6725.7?

04
96

571
577

6700
6700
6700

:.:i6J.68 6722.82
574.04 6724.4
579.12 6726

v/00
6700
6700

5b.J.75 6722 '\
572.52 672-
578.71 6725.i:fl

'~

Sta Elev
36.11 6709.33
43.79 6708.84
47.67 6708.64
53.75 6708.36
64.79 6707.78
78.88 6707.2
95.74 6707.53
110.79 6707.41
138.55 6707.75
151.01 6708
161. 6 6707.4
185.74 6707.4
196.47 6706.84
223.93 6708.74
231.65 6707.73
246.02 6707.53
257.79 6708.83
272.84 6710.17
287.69 671L 02
, 331. 8 6711. 57
340.04 6711. 05
353.87 6709.86
363.85 6708.07
376.43 6707.98
385.37 6708.52
396.99 6708.72
405.46 6708.99
416.03 6709.06
425.95 6709.49
435.33 6709.37
444.58 6709.54
456.43 6709.81
464.37 6710.63
470.44 6711.83
505.32 6714.88
517 . 24 6715.59
550.71 6721.28

Elev
6709.88
6709.06
6708.92
6708.47
6707.64
6707.41
6707.52
6707.94
6707.72
6707.99
6707.47
6707.4
6706.84
6708.53
6707.73
6707.51
6708.71
6710.11
6711.09
6711.58
6711.09
6710.09
6708.05
6708.19
6708.28
6708.67
6709
6708.99
6709.44
6709.27
6709.58
6709.73
6710.41
6711.56
6716.1
6715.58
6721.29

Sta
27.4
42.32
46.64
53.05
62.64
75.03
91. 86
108.93
134.27
147.62
159.82
182.15
195.25
222.39
231.55
245.26
256.32
270.86
287.55
331. 59
339.5
352.4
363.52
373.59
383.29
395.95
404.7
414.16
423.95
432.45
443.89
455.31
462.84
470
35
83
97

501
516
548

Data
188
Sta Elev
16.01 6719.5
41.41 6708.85
45.76 6708.93
52.82 6708.48
57.77 6707.97
73.18 6707.53
87.55 6707.56
108.74 6707.93
132.21 6707.7
147.55 6707.99
154.26 6707.8
177.24 6707.35
195.08 6706.8
213.58 6707.6
231.43 6707.7
241. 3 6707.3
255.46 6708.6
267.04 6709.6
286.89 6711. 21
326.01 6703.78
338. 99 6711 . 1
348.79 6710.4
362.23 6708.3
372.92 6708.2
382.44 6708.2
393.75 6708.6
404.07 6708.9
411.4 6708.9
422.17 6709.3
430.53 6709.4
442.22 6709.47
451. 42 6709.55
461.5 6710.31
469.67 6711. 44
500.64 6716.13
516.13 6715.45
536.45 6719.21
556.5 6721.38

)ownstream Bridge Cross Section
;tation Elevation Data num=
Sta Elev Sta Elev
o 6731.1 9.75 6723.16
36.97 6709.3 38.75 6708.93
44.45 6708.9 45.05 6708.87
48 6708.6 48.57 6708.57
56.11 6708 56.31 6708.01
65.61 6707.7 71.65 6707.57
82.07 6707.6 83.81 6707.41
100.88 6707.7 102.49 6707.79
114.41 6707.1 127.05 6707.55
139.83 6707.7 140.97 6707.68
151.466707.93 152.09 6707.89
163.02 6707.24 173.48 6707.24
192.47 6706.93 194.82 6706.81
207.59 6707.04 210.85 6707.21
225.48 6708.84 226.25 6708.82
235.41 6707.65 239.97 6707.25
247.58 6707.68 251.2 6707.99
261.81 6709.13 263.83 6709.41
274.38 6710.24 281.48 6710.6
287.97 6711.05 296.85 6703.78
332.23 6711.55 337.02 6711.21
344.07 6710.61 345.67 6710.57
354.32 6709.74 358.58 6708.69
364.32 6708.11 368.5 6708.28
378.16 6708.08 379.33 6708.27
386.87 6708.48 390.01 6708.5
398.08 6708.79 400.59 6708.79
406.1 6708.98 407.66 6708.98
417.53 6709.2 420.9 6709.33
426.15 6709.51 429.3 6709.44
438.45 6709.4 440.77 6709.4
446.12 6709.51 447.39 6709.5
457.64 6710.02 459.11 6710.3
465.49 6710.74 468.68 6711.1
476.99 6715.45 483 6715.8
507.76 6714.9 511.28 6714.7
522.32 6716.09 524.1 6716.8
554.03 6721.21 556.39 6721.4

.

Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .08 296.85 .045 326.01 .08
Bank Sta: Left Right Coeff Contr. Expan
296.85 326.01 3 5
Upstream E~ent side slope o horiz. to 1.0 vertical
Downstream~ nkment side slope o horiz. .0 vertical