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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. SUwaO <br />Civil Software Design <br />• Subwatershed Hydro/ogy Detai/; <br />- <br />" Stru SWS <br />SWS Area Time of <br />Musk K Curve Peak "" Runoff " <br /> Cnnc Musk X ~ - UHS Discharge Volume " <br />- #" # <br />" (ac) (hrs) (hrs) ~ Number (~) (~_R)_ <br />#2 1 29.500 0.281 0.000 0.000 63.000 M 0.49 0.250 <br /> 29.500 0.49 0.250 <br />Subwatershed Time of Concentration Detai/s; <br />~Stru SWS ~~ Flow Condition ". Slope (%) "~~". -Vert. Disc Horiz. Dist " ~ <br />" Veladty_, - Time hrs)- <br />( <br /># # (R) (R) (fps) ~ <br />#2 1 2. Minimum tillage culGvatian 6.00 12.00 200.00 1.220 0.045 <br /> 5. Nearly bare and unDlled, and <br /> <br />alluvial valley fans 19.00 665.00 3,500.00 4.350 0.223 <br /> 8. Large gullies, diversions, and low 1.00 1.50 150 <br />00 3 <br />000 0 <br />013 <br /> Flowing streams . . . <br />#2 1 Time of Concentration: 0.281 <br />• <br />• <br />Filename: Div.Ditch.srA Printed 03-06-2001 <br />