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SEDCAD 4 for Windows Copyright 1998 Pamela J. Schwab Civil Software Design / 1 ~~ Subwatershed Hydro/ogy Detai/: Stru SWS # # SWS Area (ac) Time of Conc (hrs) Musk K (hrs) Musk K ~ Curve Number UHS Peak Discharge (cfs) Runoff Volume (ac•R) #1 1 1.280 0. 100 0.058 0.310 41.000 TR66 0.00 0.000 2 0.430 0. 100 0.096 0.297 61.000 TR65 0.00 0.001 3 0.090 0. 100 0.044 0.314 61.000 TR66 0.00 0.000 4 0.120 0. 100 0.022 0.328 61.000 TR66 0.00 0.000 5 0.030 0. 100 0.044 0.318 90.000 TR66 0.03 0.002 6 0.060 0. 100 0.030 0.328 82.000 TR65 0.04 0.003 7 0.350 0. 100 0.044 0.303 82.000 TR66 0.21 0.015 8 0.010 0. 100 0.016 0.346 82.000 TR66 0.00 0.000. 9 0.090 0. 100 0.003 0.384 82.000 TR65 0.05 0.004 2.460 0.33 0.0271 Subwatershed Sedimento/ogy Detai/: S[ru SWS # # Sail K L R () S 9'o ( ) C P PS # Sediment (tons) Peak Sediment Conc. (mg/I) Peak Settleable Conc (ml/I) 24VW (ml/I) #1 1 0.200 316.00 90.30 0.0030 1,0000 1 0.0 1 0.00 0.00 2 0.200 260.00 56.50 0.0030 1.0000 1 0.0 1 0.00 0.00 3 0.200 166.00 99.50 0.0030 1.0000 1 0.0 1 0.00 0.00 4 0.200 27.00 51.10 0.0030 1.0000 1 0.0 1 0.00 0.00 S 0.010 18.00 138.20 1.0000 1.0000 1 0.0 20,616 8.15 7,45 6 0.320 20.00 64.10 0.9000 1.0000 1 0.6 458,827 181.30 160.24 7 0.320 275.00 4.00 0.9000 1.0000 1 0.8 67,021 34.39 21.15 8 0.320 13,00 79.40 0.9000 1.0000 1 0.0 1 0.00 0.00 9 0.320 42.00 56.90 0.9000 1.0000 1 1.4 549,906 217.29 171.42 2.8 215,553 85.27 52.36 Subwatershed Muskingum Routing Detai/s: • SW SWS Land Flow Condition Slope (%} Vert. Dis[. Horiz. Dist. Velocity Time (hrs) # # (R) (R) (fps) #1 1 1. Fores[ with heavy ground litter 90.48 285.00 3I6.00 2.400 0.036 I. forest with heavy ground litter 51.85 14.00 27.00 1.820 0.004 5. Nearly bare and unulled, and 7.26 9.00 124.00 2.690 0.012 alluvial valley fans ' S. Nearly bare and unfilled, and 29,41 15.00 51.00 5.420 0.002 alluvial valley fans Filename: Bow-Venf-1.sc4 TR-12 Exh-8 - 95 - Printed 02-23-2000 2/00