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Last modified
1/26/2010 10:24:03 AM
Creation date
6/27/2008 2:56:12 PM
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Template:
Floodplain Documents
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
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<br />INPUT . <br />Description. <br />Distance from Upstream XS 6.5 <br />Deck/Roadway Width = 44 <br />Weir Coefficient = 2.6 <br />Upstream Deck/Roadway Coordinates <br />num= 76 <br />Hi Cord <br />6641. 2 <br />6639.61 <br />6637.06 <br />6632.88 <br />6629.24 <br />6624.2 <br />6622.31 <br />6620.54 <br />6620.34 <br />6619.95 <br />6619.9 <br />6619.72 <br />6619.68 <br />6619.59 <br />6619.58 <br />6621.76 <br />CCf")1 ~ <br />UV&....L. I <br />6621. 6 <br />6623.06 <br />6626.48 <br />6637.78 <br />6642.2 <br />6650.29 <br />6656.39 <br />6664.73 <br />6670.12 <br /> <br />. <br /> <br />. <br /> <br />Lo Cord <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6615.09 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br /> <br />Sta Hi Cord <br />3.28 6639.92 <br />9.26 6637.8 <br />13.96 6636.05 <br />29.3 6629.53 <br />35.24 6626.75 <br />46.23 6622.72 <br />53.31 6621.1 <br />59.19 6620.52 <br />69.31 6620.09 <br />78.87 6620.04 <br />86.86 6619.83 <br />99.97 6619.7 <br />107.15 6619.58 <br />113.95 6619.54 <br />129.61 6620.47 <br />175.67 6621. 77 <br />186.22 6621.63 <br />200.92 6622.1 <br />205.43 6623.15 <br />216.32 6630.25 <br />231.57 6641.65 <br />244.23 6649.22 <br />250.99 6653.5 <br />262.73 6661.62 <br />276.84 6668.34 <br /> <br />Cord <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br /> <br />Lo <br /> <br />Hi Cord <br />6640.5 <br />6638.28 <br />6636.57 <br />6632.5 <br />6627.97 <br />6623.35 <br />6621. 88 <br />6620;52 <br />6620.3 <br />6620.08 <br />6619.84 <br />6619.77 <br />6619.68 <br />6619.6 <br />6620.47 <br />6621.76 <br />6621.74 <br />6621.47 <br />6623.09 <br />6629.4 <br />6639.59 <br />6644.71 <br />6651. 08 <br />6660.23 <br />6665.1 <br /> <br />Sta <br />2.01 <br />7.83 <br />12.57 <br />22.5 <br />31.8 <br />42.59 <br />50.13 <br />59.07 <br />63.91 <br />76.98 <br />84.53 <br />94.39 <br />101. 55 <br />113.04 <br />129.61 <br />173.91 <br />10"J' (\1 <br />.LU"J_U.L <br />197.74 <br />205.3 <br />215.01 <br />228.01 <br />237.65 <br />247.82 <br />260.49 <br />268.76 <br /> <br />Cord <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6615.09 <br />CCf"\O <br />vvuu <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br />6608 <br /> <br />Lo <br /> <br />Sta <br />o <br />4.23 <br />11. 48 <br />21. 68 <br />29.7 <br />40.74 <br />48.41 <br />58.93 <br />63.24 <br />71. 04 <br />80.28 <br />91. 41 <br />100.65 <br />112.48 <br />116.92 <br />173.91 <br />'01 ,.., <br />..LU..L. I I <br />194.65 <br />205.17 <br />210.54 <br />224.24 <br />234.62 <br />245.62 <br />254.77 <br />267.85 <br />281.12 <br /> <br />Sta Elev <br />12.92 6630.65 <br />24.93 6623.05 <br />36.82 6620.57 <br />50.43 6620.49 <br />67.06 6620.32 <br />85.64 6620.76 <br />109.71 6622.48 <br />129.61 6611.09 <br />182.82 6620.97 <br />202.75 6622.21 <br />218.09 6625.06 <br /> <br />Sta Elev <br />6.07 6636.37 <br />21. 91 6624.25 <br />34.23 6621.02 <br />49.25 6620.52 <br />66.74 6620.33 <br />80.44 6620.6 <br />105.84 6622.24 <br />127.84 6614.31 <br />175.19 6614.29 <br />196.92 6622.35 <br />217 . 26 6624.72 <br /> <br />56 <br />Sta Elev <br />5.25 6637.16 <br />19.46 6625.38 <br />31. 78 6621. 62 <br />38.99 6620.66 <br />61. 56 6620.56 <br />79.11 6620.59 <br />103.77 6622.15 <br />126.24 6615.25 <br />173.91 6611. 09 <br />186.91 6621.8 <br />214.36 6623.6 <br /> <br />Data <br /> <br />Section <br />num= <br />Elev <br />6638.72 <br />6626.56 <br />6622.3 <br />6620.66 <br />6620.55 <br />6620.55 <br />6621.9 <br />6621. 2 <br />6611.09 <br />6621.77 <br />6622.09 <br /> <br />Upstream Bridge Cross <br />Station Elevation Data <br />Sta Elev Sta <br />o 6639.8 2.6 <br />16.63 6627.6 18.06 <br />27.7 6622.6 29.35 <br />38.42 6620.6 38.81 <br />60.74 6620.5 61.19 <br />67.13 6620.32 78.02 <br />88.49 6621 99.79 <br />112.76 6621.9 119.36 <br />136.36 6609.09 143.11 <br />183.55 6621.59 184.4 <br />208.04 6622.14 209.97 <br />220.22 6626.48 <br /> <br />n Val <br />09 <br /> <br />3 <br />Sta <br />173.91 <br /> <br />num= <br />n Val <br />045 <br /> <br />Sta <br />129.61 <br /> <br />n Values <br />n Val <br />09 <br /> <br />s <br /> <br />Manning <br />Sta <br />o <br />
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