Laserfiche WebLink
SEDCAD 4 for Windows <br />Copyright 1998 PameW J. Schwab <br />Civil Software Design <br />• <br />Subwatershed Hydro%gy Detai/•• <br />9 <br /> <br />Stru sWS <br />SWS Area Time of <br />Musk K <br />Curve Peak Runoff <br /> CAnc Musk X <br />UHS ~ Discharge Volume <br /># # <br />(ac) <br />(hrs) <br />Number <br /> (hrs) I (Rs) (ac-ft) <br />#1 1 66.490 0.730 0.611 0.252 90.000 M 30.86 6.062 <br />2 43.950 0.730 0.408 0.302 81.000 10.19 I 2.214 <br />Z; 110.440 38.33 8.276 <br />Subwatershed Sedimento%gy Detai/; <br />M <br />~ I <br /> Peak Peak <br />Stru sWS Sediment sediment settleable 24VW <br /># # Soil K L (ft) 5 (%) c P PS # conc. Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.370 100.00 3.00 0.5000 1.0000 1 ~ 118.4 30,371 16.99 9.99 <br />2 0.370 100.00 3.00 0.5000 1.0000 1 ~ 36.2 25,646 13.67 7.99 <br />Z 154.4 28,942 16.01 9.44 <br />Subwatershed Muskingum Routing Detai/s; <br />Stru SWS Land Flow Conditlon slope (%) Vert DLSt Horiz. Dist Velodty T1me (hrs) <br /># # (ft) (ft) (fps) <br /># 1 1 5. Nearly bare and unfilled, and 3.00 114.16 3,606.00 1.730 0.611 <br /> alluvial valley fans <br />#1 1 Muskingum K: 0.611 <br />#1 2 6. Grassed waterway 3.00 114.18 3,806.00 2.590 0.408 <br />#1 2 Muskingum K: 0.408 <br />(Revised 72/00) <br />Attachment 2.05.3(3) -10-23 <br />Filename: 008FINALDESIGN10.srA Printed 02-23-2001 <br />