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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• Subwatershed Hydro%gy Detai/; <br />... - <br />-~ Stiu - SWS~. ~ =5W5 Area '" ~ Timeof-. ~- <br />- <br />corx - ~ ... _ ~ <br />. -~- Musk~K . :Curve. -~. ~ ~ Peak <br />~ - <br />-Discharge = .~~Runoff <br />- <br />Volume <br />- <br />' -. Musk X <br />,. ~ UHS <br />- <br />- _ <br />.. <br />.. # - s ._:#. (ac) - <br />_ _ . <br />- <br />-(hrs) - - <br />- Number . _ - - - <br /> _ <br />. <br />#2 1 29.500 0.261 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 _; Land Flow condition : - ~ Slope (%) ~ - Vert. Dist Horiz. Dist. - Velocity °_T <br />.-Nme~(hrs) <br /> _ <br />#2 1 2. Minimum tillage cultivation 6.00 22.00 200.00 1.220 0.045 <br /> 5. Nearly bare and unfilled, and 19.00 665.00 3,500.00 4.350 0.223 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 1.00 1.50 150.00 3.000 0.013 <br /> Flowing streams <br />#2 1 Time of Concentration: 0.281 <br /> <br /> <br />Filename: Div.Ditch.sc4 <br />6 <br />Printed 03-06-2001 <br />