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SEDCAD 4 for Windows <br />C~oyngnt t998 Pamela! Scnwab <br />Gml Software Design <br />6 <br />• <br />Subwatershed Hydro/ogy Detai/; <br /> <br />Stru SWS SWS Area Time of <br />Musk K <br />Curve Peak Runoff <br /> Conc Musk X <br />UHS Discharge Volume <br />x tt (at) <br />(hrs) (hrs) Number <br />(cfs) <br />(ac-ft) <br />ttl 1 27.600 0.125 0.000 0.000 46.000 M ~ 0.00 0.000 <br />2 19.ti00 0.101 0.000 0.000 91.000 M 18.50 1.480 <br />S 47.200 I 18.50 1.480 <br />Subwatershed Time of Concentration Detai/s: <br /> <br /> <br />Stn SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br />x x (ft) (ft) (fps) <br />=1 1 3. Short grass pasture 23.46 95.01 a04.98 3.870 0.029 <br /> 6. Grassed waterway 18.60 199.95 1,075.00 6.4ti0 0.046 <br /> 6. Grassed waterway 24.79 149.97 604.96 7.460 0.022 <br /> 7. Paved area and small upland 11.43 80.01 700.00 6.500 0.028 <br /> gullies _ <br />Jil 1 Time of Concentration: 0.125 <br /> 2 5. Nearly bare and unblled, and 32.50 65.00 200.00 5.700 0.009 <br /> alluvial valley fans <br />~ <br /> 7. Paved area antl small upland 1394 350.00 2,510.00 7.510 0.092 <br /> <br />gullies i <br />ttl 2 Time of Concentration: 0.101 <br />Filename roadezt26.sc4 Printed 0202-1999 <br />