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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Composite Soil Numbers <br /> <br />Note A: For full PMP flood the SCS records were used in soil classifi- <br /> <br /> <br />cation and the areas were planimetered and results compiled. <br /> <br /> <br />The sheets of calculations have been eliminated due to the <br /> <br /> <br />huge volume of work involved. <br /> <br /> <br />Note B: For the thunderstorm computations the table on page 544, Design <br /> <br /> <br />of Small Dams, Bureau of Reclamation was used. <br /> <br />The results are: <br /> <br /> Large Area Small Area <br />PMP 78 86 <br />Assum. "Au 78 86 <br />Thunderstorm 73 73 <br />Assum. itA" 82 81 <br /> <br /> Time of Concentration <br /> Large Area Small Area <br /> Time (15 Min.) (1 Hr) (6 Hr) (15 Min.) (1 Hr) (6 Hr) <br />Time of Concentration 4.5 Hr 3.5 Hr 3.5 Hr 3.22 Hr 3.22 Hr 3.22 Hr <br />Time of Peak 2.8 Hr 2.6 Hr 5.6 Hr 2.1 Hr 2.4 Hr 4.9 Hr <br />Time to End 7.5 Hr 6.9 Hr 15.0 Hr 5.5 Hr 6.5 Hr 13.2 Hr <br />Incremental Flow qp 7566 cfs 8148 cfs 3783 cfs 1245 cfs 10.56 cfs 520 cfs <br /> <br />SU1IlIllary <br /> <br />PMP l1aximum Precipitation = 21.2" ) <br /> Zone 1/4 ) Figure 15 <br /> Zone C Figure 18 <br /> Direct Runoff Reduction .84 Large area. <br /> Direct Runoff Reduction .80 Small area. <br /> Minimum Retention = .12" <br /> <br />Assumption IIA" <br />Factor for reduction to "A" flood = 3.7 <br /> <br />;>k IV, BITTiNGER -AND ASSGCIATES. INC. <br /> <br />-3- <br />