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SEDCAD 4 for Windows <br />Copyrignf 7998 Pamela J. Sd7wab <br />Civil Software Design <br /> <br />' Subwatershed Hydro/ogy Detai/; <br /> <br />Stru <br /> <br /># <br />SWS <br /> <br /># <br />SWS Area <br /> <br />(ac) Time of <br />Musk K Curve <br />Conc Musk X UHS <br />(hrs) (hrs) Number Peak <br /> <br />Discharge <br />(~) Runoff <br /> <br />Volume <br />(ac-R) <br />#1 1 4.600 0.038 0.000 0.000 71.000 M 0.74 0.060 <br /> 2 0.600 0.041 0.000 - 0.000 95.000 F 0.69 0.060 <br /> 5.200 1.43 0.120 <br />Subwatershed Time of Concentration Detai/s; <br /> <br />5~ S# S land Flow Condition Slope (%) Ve (; ist. Hofi <br />Zft> ist. V(f~ ty Time (hrs) <br /> ( <br />#1 1 3. Short grass pasture 10.00 20.00 200.00 2.520 0.022 <br /> 6. Grassed waterway - 15.75 20.00 127.00 5.950 0.005 <br /> 8. Large gu8ies, diversions, and low 7.40 25.45 343.91 8.160 0.011 <br /> Flowing streams <br />#1 1 Time of Concentration: 0.038 <br />#1 2 8. Large gullies, diversions, and low 7.90 99.93 1,264.93 8.430 0,041 <br /> Flowing streams <br />#1 2 Time of Concentration; ~ 0.041 <br />Filename: Ch21+00-33+OO.so4 Printed 06-06-2003 <br />