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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 />""Stru ,SKIS <br />;.. SV/SArea Time of < <br />-, <br />~~" - <br />Musk K " ~ ~ ~ <br />MuskX ;= <br />CuryP <br />-` - <br /> <br />UH <br />$ Peak <br /> <br />Discharge Runoff <br /> <br />Volume <br />~ _.~ (ac) (hrs) Number_ _ „ . <br /> <br />#2 1 11.200 0.109 0.000 0.000 63.000 M 0.64 0.095 <br /> 11.200 0.64 0.095 <br />Subwatershed Time of Concentration Detai/s: <br />SW S1NS <br />l <br />l <br />C <br />@ <br />ti Verb`Dlsi . "Floriz Dist.. Velodty°'.,-, <br />ow <br />LaOd_F <br />ondl <br />o0 <br /># # S <br />(%} <br />op nme; .(hr9) <br />_ _ _ <br />` _ <br />#2 1 2. Minimum tlllage cultlvation 17.00 34.00 200.00 2.060 0.026 <br />5. Heady bare and untllled, and <br /> <br />alluvial valley fans 18.00 166.86 927.00 4.240 0.060 <br />8, large gullies, diversions, and low <br /> <br />Flowing streams 1.00 2.50 250.00 3.000 0.023 <br />#2 1 Time of Concentration: 0.109 <br />• <br />• <br />6 <br />Filename: CBM6,7,86Div.Ditch.sc4 Printed 03-26-2001 <br />