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Last modified
11/23/2009 12:41:13 PM
Creation date
7/23/2007 2:04:31 PM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Community
Fort Collins
Stream Name
Cache La Poudre River
Title
Volume II - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave. - Appendix G.3
Date
4/11/2006
Prepared For
Fort Collins
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> CElOOQ06.0H2 <br /> DISCHARGES FOR PROFILES COMPUTATIONS <br /> 4 6210 10443 12091 14516 <br /> DUPLICATE OF 205242, STREAMBED LOWERED TO 4874.0 <br /> 09MAR06 15:31:55 PAGE 10 <br />Xl 205237 7.00 10030.00 10166.00 1750000 900.00 ]680000 .00 .00 - .00 . <br />GR 488600 10030.0 4884.6 1007000 4874.0 10070.1 4874.0 10152.0 4882.0 10152.1 <br />GR 4882.0 10166 4882.0 10670 <br /> FOSSIL CREEK DITCH DIVERSION DAM <br /> CROSS SECTION MODIFIED FOR PROPOSED LEVEE <br /> OLD SECTION 204293 <br />Xl 205242 7.00 10030000 10166.00 5.00 5.00 5.00 .00 .00 .00 <br />GR 488600 10030.0 4884.6 10070.0 487807 10070.1 4878.8 1015200 ~882. 0 1015201 <br />GR 488200 10166 488200 10670 <br /> CROSS SECTION MODIFIED FOR PROPOSED LEVEE <br /> OLD SEC. 204543 <br />Xl 205507 11. 00 10290.00 10485.00 310.00 235.00 265000 .00 , .00 .00 <br />GR 4887.9 10290.0 4878.9 10310.0 4877.1 10354.0 4878 01 10387.0 4880.6 10415.0 <br />GR 4885.1 10426.0 4887.0 1048500 4882.0 10515 4883.0 10800 ~882. 0 10950 <br />GR 488200 11100 <br /> DISCHARGES FOR SPLIT FLOW <br />QT 3 6260 12045 15790 <br /> DISCHARGES FOR PROFILE COMPUTATIONS <br /> 4 6260 10508 12321 14647 <br />NC 0.048 0.048 00035 <br /> OLD SECo 205203 <br /> CROSS SECTION EXTENDED TO RI GHT FROM TOPO <br />Xl 206177 15.00 10690.00 10830000 530.00 1150.00 670.00 .00 000 .00 <br />GR 4890.5 1069000 4886.7 1070700 4880.9 10716.0 4879.8 10772.0 4880.6 10803.0 <br />GR 488407 1083000 488600 1102500 488600 1150500 4886.0 11545.0 48880 1157000 <br />GR 4888.0 11590 4884.5 11600 4884.5 12080 4888.0 12090 488907 12150 <br /> MODIFICATION OF 205440 FROM TOPO <br />Xl 206557 15000 11080.00 11217.00 450.00 300.00 380.00 .00 .00 .00 <br />X4 3 4888 11265 4886 11275 4886 11580 <br />GR 489007 11080.0 4885.8 1109800 4883.6 1111500 4882.0 1111900 488000 1116200 <br />GR 4879.3 11179.0 4885.7 11192.0 4890.2 11217.0 4890.0 1162000 4888.0 116300 0 <br />GR 488800 11665.0 4890.5 11680.0 488500 11700 4885.0 12150 489200 12170 <br /> OLD SEC 205703 <br /> CROSS SECTION EXTENDED TO RIGHT USING TOPO <br />Xl 206657 15000 11080000 11217 0 00 100.00 100.00 100.00 .00 .00 .00 <br />X4 3 4888 11265 4886 11275 4886 11580 <br />GR 4890.7 11080.0 4885.8 11098.0 4883.6 1111500 4882.0 1111900 4880.0 11162.0 <br />GR 4878.9 11179.0 4885.7 1119200 4890.2 11217 0 0 4890.0 11620.0 4888.0 1163000 <br />GR 4888.0 11665.0 4890.5 11680.0 4886.5 11700 4886.5 12150 489200 12170 . <br /> DISCHARGES FOR SPLIT FLOW <br />QT 3 6310 12120 15900 <br /> DISCHARGES FOR PROFILES COMPUTATIONS <br /> 4 6310 10582 12431 14966 <br /> OLD SEC. 206243 <br /> 09MAR06 15:31:55 PAGE 11 <br />Xl 207232 16.00 11290.00 11440000 550.00 600.00 575000 .00 .00 .00 <br />GR 489208 11290.0 4888.9 11300.0 4884.3 11335.0 4882.0 11340.0 4882.0 11375.0 <br />GR 4882.4 11405.0 4884.7 11415.0 4890.7 11440.0 4888.0 1158000 4888.0 11620.0 <br />GR 4890.0 11635.0 4886. 11660. 4886. 12300. 4892.0 12315.0 489400 12770.0 <br />GR 4894.0 13150.0 <br />NC 0.048 0.068 0.035 <br /> OLD SEC. 206643 <br />Xl 207607 20.00 .00 184.00 390.00 300.00 375.00 .00 .00 .00 <br />GR 4895.1 O. 4888.2 22. 4885.8 440 4881. 8 55. 4882.9 64. <br />GR 4884.4 104. 488406 139. 4889.6 1840 48900 225. 4892.0 279. <br />GR 4890.0 359.0 4886. 364. 4886. 11350 489000 1144.0 4892.0 1159.0 <br />GR 4894.0 1559. 4896. 1639. 4896. 2644. 48980 26490 49000 2664. <br />NC 0.3 0.7 <br /> DUPLICATE OF 207807, STREAMBED LOWERED TO 4881.2 <br />Xl 207802 13.00 11435.00 11535000 195.00 195.00 195000 .00 .00 .00 <br />GR 4895.5 11435.0 4881. 2 11435.1 4881.2 11534.0 4896.0 11535.0 4890.0 11540.0 <br />GR 4890.0 11710.0 4890.0 12495;0 4892.0 12510.0 4894.0 12910.0 ' 4896. '129900 <br />GR 48960 13995. 48980 14000. 4900. 14015. <br /> OLD SECo 206823 <br /> DIVERSION DAM - BOXELDER DITCH <br />Xl 207807 13.00 11435000 11535.00 5.00 5.00 5.00 .00 .00 .00 <br />GR 4895.5 11435.0 4887.5 11435.1 4887.6 11534.0 4896.0 11535.0 4890.0 11540.0 <br />GR 4890.0 11710.0 4890.0 12495.0 4892.0 12510.0 4894.0 1291000 : 4896. 129900 <br />GR 4896. 139950 4898. 14000. 4900. 14015. <br />NC 003 0.7 <br /> DISCHARGES FOR SPLIT FLOW <br />QT 3 6375 12220 16000 <br /> DISCHARGES FOR PROFILES COMPUTATIONS <br /> 4 6375 10683 12531 14966 <br /> OLD SEC. 207593 <br />Xl 208567 22.00 11640.00 11899.00 740.00 855.00 760.00 000 000 .00 . <br />X3 11640. 11899. <br />GR 4898.0 11620.0 4898.0 11640.0 4895.0 11765.0 4891. 3 11775.0 489002 11790.0 <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Corrected Effective Models\CElOOQ060doc <br /> Page 6 of 49 Created on 3/9/2006 3:33 PM <br />
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