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FLOOD05773
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Last modified
1/25/2010 6:50:09 PM
Creation date
10/5/2006 1:47:25 AM
Metadata
Fields
Template:
Floodplain Documents
County
Larimer
Community
Larimer County
Stream Name
Cooper Slough
Basin
South Platte
Title
Hydrologic Analysis of Cooper Slough
Date
7/1/1993
Prepared For
Larimer County
Prepared By
Love & Associates, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> BOXELDER OVERFLOWS <br /> 50-YR HYDROGRAPHS COMBINED @ 3 LOCATIONS <br /> INITIAL PEAK OF HYDROGRAPH IS DELETED <br />+--------+-----------+--------------------------+ <br /> BOXLELDER I OvERFLOWS INTO <br /> DISCHARGE I COOPER S]~OUGH <br /> From +--------------------------+ <br />TIME Sub-basin I AT* AT** AT <br />(hrs) 42 I VINE RR HWY 14 I <br />+--------+-----------+------~-------------------+ <br />0.0833 0 0.0 0.0 0.0 <br />0,1667 10 4,3 0.5 0,6 <br />0.2500 20 8.5 1..0 1.2 <br />0.3333 30 12.8 1..5 1.9 <br />0.4167 40 17.1 2.0 2,5 <br />0.5000 50 21. 3 2.6 3.1 <br />0.5833 60 25.6 3.1 3.7 <br />0.6667 70 29,9 3,6 4.4 <br />0.7500 80 34.2 4,1 s.o <br />0.8333 90 38,4 4.6 5.6 <br />0,9167 100 42.1 !i, 1 6.2 <br />1.0000 110 47.0 5.6 6,8 <br />1.0833 120 51. 2 6.1 7.5 <br />1.1667 130 55,5 6.6 a.1 <br />1.2500 140 59.8 7.1 a.7 <br />1,3333 150 64,0 7.7 9.3 <br />1. 4167 160 68,3 8.2 9,9 <br />1.5000 170 72.6 8.7 10.6 <br />1. 5833 180 76.8 9,2 11.2 <br />1.6667 190 81.1 9,7 11. 8 <br />1.7500 200 85.4 10.2 12.4 <br />1.8333 210 89,6 10.7 13 .1 <br />1.9167 220 93.9 11.2 13.7 <br />2.0000 230 98.2 11.7 14.3 <br />2.0833 240 102,5 12,2 14.9 <br />2.1667 250 106.7 12,8 15.5 <br />2.2500 260 111.0 13.3 16.2 <br />2.3333 275 117.4 14.,0 17.1 <br />2.4167 ,296 126.4 15,1 18,4 <br />2.5000 341 145.6 17.4 21.2 <br />2.5833 415 177.2 21.2 25.8 <br />2.6667 513 219.0 26.2 31.9 <br />2.7500 632 269.8 32.3 39.3 <br />2.8333 763 325.7 38.9 47.4 <br />2.9167 902 385.0 46.0 56.1 <br />3.0000 1041 444.4 53.1 64.7 <br />3,0833 1178 502.9 60.1 73.2 <br />3.1667 1310 559,2 66.9 81.4 <br />3,2500 1436 613.0 73,3 89.3 <br />3,3333 1555 663.8 79.4 96,7 <br />3.4167 1667 711. 6 85.1 103.6 <br />3.5000 1771 756.0 90.4 110.1 <br />3.5833 1868 797.4 95.3 116,1 <br />3.6667 1957 835.4 99.9 121.7 <br />3.7500 2040 870.8 104,1 126,8 <br />3.8333 2115 902.9 107,9 131. 5 <br />3.9167 2185 932,7 111. 5 135.8 <br />
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