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SEDCAD 4 for Windows CApyngh1199B Pamela J. Schwab Civil Sotnvare Design ~~ Subwatershed Hydro%gy Detai/; • Stru SWS # # SWS Area (ac) Time of Conc (hrs) Musk K (hrs) Musk x Curve Number UHS Peak Discharge (cfs) Runoff Volume (ac-ft) #1 1 3.500 0.038 0.259 0.411 39.000 M 0.00 0.000 2 87.800 0.197 0.094 0.420 91.000 M 74.95 9.126 3 41.800 0.128 0.041 0.416 41.000 M 0.00 0.000 4 12.000 0.051 0.132 0.414 41.000 M 0.00 0.000 5 148.000 0.138 0.000 0.000 86.000 M 98.78 11.413 6 22.600 0.026 0.000 0.000 50.000 M 0.01 0.002 7 1.800 0.010 0.000 0.000 100.000 M 2.90 0.315 317.200 172.00 20.856 Subwatershed Time of Concentration Detai/s; Stru sWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) # # (ft) (ft) (fps) #1 1 3. Short grass pasture 5.00 10.00 200.00 1.780 0.031 6. Grassed waterway 28.57 60.00 210.00 8.010 0.007 #1 1 Time of Concentration: 0.038 #1 2 5. Nearly bare and unfilled, and 11.67 35.00 300.00 3.410 024 0 alluvial valley fans . 7. Paved area and small upland 25.00 80.00 320.00 10.060 0.008 gullies 7. Paved area and small upland 8.14 215.00 2,640.01 5.740 0.127 gullies 8. Large gullies, diversions, and low 9 62 12s.00 1,300.01 9.300 0.036 flowing streams #1 2 Time of Concentration: 0.197 #1 3 3. Short grass pasture 6.80 17.00 250.00 2.080 0.033 6. Grassed waterway 12.50 50.00 400.00 5.300 0.020 7. Paved area and small upland 20.27 150.00 740.00 9.060 0.022 gullies 7. Paved area and small upland g5.83 165.00 360.00 13.620 0.007 gullies 6. Large gullies, diversions, and low g 21 140.00 1,520.00 9.100 0.046 Flowing streams #1 3 Time of Concentration: 0.128 # 1 4 3. Short grass pasture 10.00 17.00 170.00 2.520 0.018 7. Paved area and small upland 13.22 115.00 870.00 7.310 0.033 gullies #1 4 Time of Concentration: 0.051 #1 5 5. Nearly bare and untitled, and 6.50 13.00 200.00 2.540 0.021 alluvial valley fans r~ ~J • Filename pondl2asblt25.sc4 Printed 03-20-2000