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<br />5/24/02 <br /> <br />MWE <br /> <br />Q100 = 218.8 * DA ^1.148DA^-o.10 * 1100^O.937 * SF^-0.176 <br />DA = drainage area in square miles <br />1100 = 100-year 24 hour rainfall in inches = 3.95 in. <br />SF = dimensionless shape factor = channellength/DA <br /> L(mi) DA(sq mil SF(L2IDA) DA^-.1 DA^x 1100^O.937 SF^z IQ1% (cfs) <br />Comanche Creek <br />@Arapahoe-Adams Co Line 52.8 84 33.2 0.642055 26.20267 3.62 0.539891 11213 <br />wI Little Comanche 52.9 94.4 29.6 0.634604 27.46738 3.62 0.55073 11990 <br />@ Wolf Creek 66 124 35.1 0.61753 30.48436 3.62 0.534519 12915 <br />wlWolf Creek 66.1 224.3 19.5 0.581992 37.20937 3.62 0.592973 17488 <br />@Adams-Weld Co Line 83.85 245.2 28.7 0.57683 38.22459 3.62 0.553965 16784 <br />Wolf Creek <br />@Arapahoe-Adams Co Line 37.9 83.7 17.2 0.642285 26.1642 3.62 0.6063431 12574 <br />@Comanche Creek 54 100.3 29.1 0.630768 28.13107 3.62 0.55262 12322 <br /> <br />W. Thomas Regression Equation Solution - FEMA <br /> <br />Comanche Creek and Wolf Creek Floodplain Study <br />Adams County, Colorado <br /> <br />------------------- <br />