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<br />I <br />I TABLE III-3 <br />TYPICAL NU}ffiRICAL DATA COMPUTER HYDROGRAPH PRINTOUT 11 <br /> HYDROLOGICAL POINT 104 FUTURE LAND USE DEVELOPMENT <br />I COLORADO URBAN HYDROGRAPH PROCEDURE STORl1 RUNOFF HYDRO GRAPH <br /> lOO YEAR HYDROGRAPH FOR BASIN NO. 6 <br />I TIME PRECIP INFL RETENTION PRECIP UNIT STOID1 <br /> EXCESS HYD HYD <br />I (MIN) (IN) (IN) (IN) (IN) (CFS) (CFS) <br /> 0.0 0.00 0.00 0.00 0.00 0.00 0.00 <br />I 15.0 .18 .07 .07 .04 398.03 14.68 <br />30.0 .37 .08 .13 .16 3370.02 l88.5l <br />45.0 1.18 .lO .06 1.02 6396.84 1186.84 <br /> 60.0 .32 .08 0.00 .24 35l1. 34 4704.90 <br />I 75.0 .16 .07 0.00 .09 2747.25 8056.87 <br />90.0 .14 .07 0.00 .07 2194.51 5969.55 <br /> 105.0 .11 .07 0.00 .04 l869.44 4858.59 <br />I l20.0 .10 .07 0.00 .03 l598.5l 4113.35 <br />135.0 .09 .07 0.00 .02 1381. 76 3532.47 <br />150.0 .07 .07 0.00 0.00 1193.19 3072.02 <br />I 165.0 .05 .07 0.00 0.00 1089.l5 2647.25 <br />180.0 .05 .07 0.00 0.00 985.11 2240.83 <br />195.0 0.00 0.00 0.00 0.00 881. 08 1991.49 <br /> 210.0 0.00 0.00 0.00 0.00 783.00 1780.55 <br />I 225.0 0.00 0.00 0.00 0.00 690.88 l587.67 <br />240.0 0.00 0.00 0.00 0.00 598.76 l4l0.8l <br /> 255.0 0.00 0.00 0.00 0.00 506.64 1246.27 <br />I 270.0 0.00 0.00 0.00 0.00 414.53 1086.37 <br />285.0 0.00 0.00 0.00 0.00 322.41 929.05 <br />300.0 0.00 0.00 0.00 0.00 230.29 772.33 <br /> 3l5.0 0.00 0.00 0.00 0.00 138.17 615.98 <br />I 330.0 0.00 0.00 0.00 0.00 46.06 459.89 <br />345.0 0.00 0.00 0.00 0.00 0.00 305.62 <br /> 360.0 0.00 0.00 0.00 0.00 0.00 160.49 <br />I 375.0 0.00 0.00 0.00 0.00 0.00 69.90 <br />390.0 0.00 0.00 0.00 0.00 0.00 37.51 <br />405.0 0.00 0.00 0.00 0.00 0.00 20.15 <br />I 420.0 0.00 0.00 0.00 0.00 0.00 9.71 <br />435.0 0.00 0.00 0.00 0.00 0.00 3.92 <br />I TOTAL 2.82 .91 .26 1.69 31346.97 53074.49 <br />PRINTOUT STOPS WHEN STORM HYDROGRAPH DROPS BELOW 1 CFS <br /> AREA 12.00 Sq. Mi. CT .24 CP .56 <br />I BASIN LENGTH 7.25 MILES PERVIOUS .54 <br />BASIN CENTROID LENGTH 3.95 MILES <br />VOLUME STORM RUNOFF = 1082.9259 ACRE-PEET <br />I <br />I <br />I <br />