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Entry Properties
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 /> eElOOQ06.0H2 <br /> NC 00098 0.062 00035 003 005 <br /> BOXELDER CREEK ENTERS ABOVE THIS SECTION <br /> BOXELDER QI0 ~ 930; Q50 1800; QI00 ~ 2400 <br /> OLD SEC. 196426 <br />. QT 3 6750 13200 17400 <br />Xl 197517 23.00 5162000 5292000 1070.00 1050000 1140.00 .00 000 000 <br />GR 489600 ' 5000.0 4894.0 5008.0 489200 5040.0 489200 508000 489000 509000 <br />GR 4870.0 5115.0 4862 0 0 513500 4862 . 9 5140.0 485908 516200 485700 5167.0 <br />GR 4856.3 517 5.0 485808 522400 4853.7 527000 485703 52890 0 4861.1 5292 0 0 <br /> GR 4860.0 5350.0 4864.0 548000 486400 551000 4864.0 5825.0 4864.0 588000 <br /> GR 486400 7285.0 4866.0 72 92.0 4867.0 7305.0 000 0.0 0.0 0.0 <br /> NC 00067 0.088 0.035 <br /> QT 3 5820 11400 15000 <br /> OLD SEC 0 198371 <br /> Xl 199407 27.00 6461. 00 6625.00 1650000 1110.00 1890000 000 000 .00 <br /> X3 6257 <br /> GR 4882.0 500000 486600 5050.0 4864 . 0 518000 486400 5250.0 486400 5260.0 <br /> GR 4864.0 5270.0 4868.0 529000 486800 530200 486400 531200 486400 547000 <br /> GR 4865.0 5505.0 4868.0 5540.0 487000 5560.0 4872.0 560000 4872.0 6257.0 <br /> GR 486800 6275. 0 4866.0 634000 4865.9 6461. 0 486505 6501. 0 486304 655500 <br /> GR 4861. 4 6595.0 4863.3 662000 4867.2 662500 486600 703500 486800 737000 <br /> GR 48700 0 7575.0 487100 758500 0.0 000 0.0 000 0.0 0.0 <br /> NH 3 0.067 6113. 00035 63000 00064 78850 <br /> QT 3 5950 11590 15175 <br /> OLD SEC. 198996 <br /> Xl 200017 23.00 5920.00 6300.00 470.00 570000 610.00 000 000 000 <br /> X3 5000 4874 <br /> GR 488000 4440. 487000 45000 4874.0 50000 4872.0 5050. 487000 51450 <br /> GR 4870.0 52900 4872 0 0 53800 487206 5920. 486800 5940. 486605 60700 <br /> GR 4864.2 6113. 486308 6125. 486004 61250 485904 61360 4861. 0 6187. <br /> GR 4865.0 62320 4865.9 63000 4868.0 66800 4868.0 71200 4870.0 7290. <br /> GR 48700 0 78700 4872 0 0 78800 4873.0 7885. <br /> NC 00047 00056 00035 <br /> QT 3 5950 11590 15175 <br /> CROSS SECTION ADDED FROM TOPO MAPPING <br /> Xl 200797 18000 6105.00 6570.00 850.00 490000 780.00 .00 000 000 <br /> GR 487000 6000 487200 6010 4872.0 6095 4870.0 6105 4868.0 6110 <br /> GR 486600 6115 4864.0 6120 486300 6190 486600 6200 486800 6230 <br /> GR 4870.0 6570 4871.2 6740 4870.0 6895 4869.3 6925 487000 6975 <br /> GR 4870.0 7720 4872.0 7730 4873.4 7740 <br /> 1 <br /> 09MAR06 15:31:55 PAGE <br /> NC 00047 00056 0.035 <br />. QT 3 6000 11680 15340 <br /> OLD SEC 0 200201 <br />Xl 201202 28000 7300000 7446.00 450.00 300000 405000 000 000 .00 <br />X3 7300 <br /> GR 4894.0 5000.0 489200 506200 489000 5112.0 4877.0 5290.0 4877.0 5320.0 <br /> GR 48750 0 5330.0 4875.0 5377.0 4877.0 5390.0 487400 5405.0 4874.0 614500 <br /> GR 4872.0 670500 487200 672000 4872.0 721500 4872 0 0 7225.0 4873.8 7300.0 <br /> GR 4866.4 7306.0 486703 736400 4863.5 743600 4866.3 744300 4868.7 7446.0 <br /> GR 487000 7485.0 4870.0 7580.0 4872.0 8245.0 4872.0 8790.0 487000 8830.0 <br /> GR 4870.0 8850.0 487200 885500 4874.0 8875.0 <br /> NC .040 00063 00035 0.3 0.5 <br /> QT 3 6060 11750 15440 <br /> OLD SEC. 201283 <br /> Xl 202347 27.00 7000000 7579.00 970.00 1400.00 1145000 000 000 .00 <br /> GR 4877.0 691500 487600 6930.0 4874. 70000 48680 7010. 48680 7250.0 <br /> GR 4874 0 0 727000 4873.7 7300.0 4866.8 7313 0 0 486800 7380.0 486606 7482.0 <br /> GR 4865.8 7482.5 4865.8 753000 4866.0 7563.0 4873.0 757900 4872.0 7740.0 <br /> GR 4874.0 7775.0 4875.0 7915.0 4874.0 812000 4875.5 8310.0 487400 841000 <br /> GR 48720 84150 4872 0 8515.0 4874.0 85200 0 487405 8730.0 487400 8880.0 <br /> GR 487400 902000 4877.0 92800 0 <br /> NC 00052 0.069 0.035 <br /> OLD SECo 201833 <br /> Xl 202877 31.00 6970.00 7682000 530000 560000 530000 .00 .00 000 <br /> GR 488000 6895.0 4878. 69200 48740 6950. 4868. 69700 48680 724000 <br /> GR 4872.4 7280. 4871.9 7465.0 4868.1 747500 4867.4 7549.0 4866.3 7549.5 <br /> GR 4865.6 7555.0 486604 7589.0 4866.9 759200 4866.9 7651. 0 4872.6 768200 <br /> GR 4874.0 77 6500 4876.0 777000 487600 7830.0 487400 785000 4872.0 7880.0 <br /> GR 4872.0 7930.0 4878.0 794500 487800 8320.0 487600 833000 4874. 833500 <br /> GR 4874. 8605. 4876.0 8610.0 488000 8640.0 487907 9050.0 4880.0 9130.0 <br /> GR 488400 9160.0 <br /> NC 0.059 0.070 00035 <br /> LEFT BANK DIVIDED FLOW RETURNS AT THIS SECTION <br /> OLD SECTION 202613 <br /> DISCHARGES FOR SPLIT FLOW CALCULATIONS & PROFILE COMPUTATIONS <br /> QT 3 6130 11850 15560 <br /> DISCHARGES FOR PROFILES COMPUTATIONS <br /> Xl 203557 21. 00 7580.00 8470.00 760000 630.00 680000 000 .00 000 <br /> GR 4880.0 7580.0 4870.0 763500 4869.8 822000 486703 823000 4866.7 8238.5 <br /> GR 4867.7 ,825405 486605 828800 4868.0 840500 486908 8414.0 4870.0 847000 <br /> GR 4872.0 851500 487400 8665.0 488000 8710.0 4878.0 960000 487600 96250 0 <br /> GR 4874. 9630. 4874. 9685. 487600 9690.0 4880.0 9705.0 488005 9780.0 <br /> GR 4885.0 9840.0 <br />. NC 00059 00051 0.035 <br />DISCHARGES FOR SPLIT FLOW <br />QT 3 6210 11980 15560 <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Corrected Effective Models\CEl 00Q060doc <br /> Page 5 of 49 Created on 3/9/2006 3:33 PM <br />
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