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SEDCAD 4 for Windows <br />Copyright 1996 Pamela J. Schwab <br />Civil SofNrare Design <br />Subwatershed Hydro/ogy Detai/; <br /> <br />Stru SWS <br /># # <br />SWS Area <br />(ac) Time of <br />Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS Peak <br />Discharge <br />~) <br />( Runoff <br />Volume <br />(ac-ft <br />) <br />#1 1 3.500 0.041 0.000 0.000 71.000 M 0.56 0.046- <br />2 11.000 0.089 0.000 0.000 71.000 M 1.77 0.144 <br />3 0.500 0.032 0.000 0.000 95.000 F 0.57 0.050 <br />~', 15.000 2.90 0.240 <br />Subwatershed Time of Concentration Detai/s; <br />J <br />n <br />~J <br />Stn <br /># SWS <br /># land Flow Condition Slope (%) Vert. Dist. <br />(ft) Horiz. Dist. <br />(ft) Velocity <br />(fps) Time (hrs) <br />#1 1 3. Short grass pasture 15.80 47.40 300.00 3.170 0.026 <br /> 6. Grassed waterway 15.80 37.91 239.93 5.960 0.011 <br /> 8. large gullies, diversions, and low <br />Flowing streams g,90 14.35 144.94 9.430 0.004 <br />#1 1 Time of Concentration: 0.041 <br />#1 2 3. Short grass pasture 15.00 45.00 300.00 3.090 0.026 <br /> 6. Grassed waterway 14.38 130.00 904.00 5.680 0.044 <br /> 8. Large gullies, diversions, and low <br />flowing streams 9.90 65.33 659.89 9.430 0.019 <br />#1 2 Time of Concentration: 0.089 <br />#1 3 8. Large gullies, diversions, and low <br />Flowing streams 9.90 109.69 1,107.97 9.430 0.032 <br />#1 3 Time of Concentration: 0.032 <br />Filename: Ch8+00-21+OO.sc4 Printetl 06.06-2003 <br />