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SEDCAD 4 for Windows <br />Copyrignt 1998 Pamela J. Schwab <br />Civil Software Design <br />Subwatershed Hydro/ogy Detai/: <br />12 <br />SW ~SV!/S ~. <br />SWS Area <br /> <br />(ac} ~...Tmeaf' <br />~. .Coot ~ <br /> <br />(hrs),. .. <br />- Musk K <br /> <br />(hrsj : <br />~~ - <br />.Curve <br /> <br />Number: ~ - ~ Peak ~ <br /> <br />Discharge ~ Runoff - <br /> <br />Volume_ '_ <br />#1 1 18.700 0.085 0.095 0.410 36.000 M 0.00 0.000 <br /> 2 69.500 0.157 0.000 0.000 86.000 M 40.61 4.693 <br /> 3 77.100 0.034 0.040 0.411 91.000 M 72.78 5.820 <br /> 4 64.000 0.057 0.087 0.406 86.000 M 44.90 3.356 <br /> 5 75.500 0.155 0.000 0.000 66.000 M 34.26 3.959 <br /> 324.800 181.17 17.827 <br />#2 1 3.100 0.024 0.000 0.000 91.000 M 2.93 0.234 <br /> 2 2.300 0.006 0.000 0.000 91.000 M 2.17 0.174 <br /> 3 10.000 0.030 0.000 0.000 54.000 M 0.00 0.000 <br /> 4 35.300 0.109 0.028 0.415 36.000 M 0.00 O.OOD <br /> 5 2.500 0.100 0.000 0.000 100.000 M 3.26 0.354 <br /> 378.000 189.53 18.589 <br />#3 1 1.700 0.100 0.000 0.000 100.000 M 2.21 0.241 <br /> 2 5.100 0.011 0.000 0.000 50.000 M 0.00 0.000 <br /> 384.800 95.31 18.830 <br />Subwatershed Sedimento/ogy Detai/; <br /> <br /> <br /> <br />' Strv , <br /> <br /> <br />5YJ5" .. _ <br /> <br /> <br />'Soil K: <br /> <br /> <br />(R)- ~~ <br /> <br /> <br />(^h) ;, <br /> <br />C <br /> <br /> <br />. <br /> <br />.. <br /> <br /> <br />~.~ # <br /> <br />. <br /> <br /> <br />eBiment ~ <br />(tons) <br /> <br />:.Peak . <br />Se~ment " <br /> <br />~ <br />-.. <br />_ <br />r.. Peak ~' <br />'~Se ~e~ le <br /> <br />~ <br />,. <br />°" - <br />24UW <br />{atl/D i. <br />.; <br />#1 1 0.330 400.00 17.50 0.0420 1.0000 1 0.0 1 0.00 0.00 <br /> 2 0.160 650.00 10.80 1.0000 0.9000 1 1,250.2 392,576 168.20 91.62 <br /> 3 0.160 950.00 25.00 1.0000 1.0000 1 4,866.3 788,102 400.08 234.19 <br /> 4 0.160 300.00 23.30 1.0000 0.7000 1 1,386.0 507,074 257.41 43.96 <br /> 5 0.160 460.00 25.00 1.0000 0.9000 1 2,345.1 732,136 313.69 179.78 <br /> 9,847.1 634,711 303.77 172.59 <br />#2 1 0.161 320.00 23.50 1.0000 1.0000 1 102.0 483,906 245.65 138.47 <br /> 2 0.160 100.00 20.00 1.0000 1.0000 1 30.1 218,031 110.68 60.61 <br /> 3 0.260 200.00 26.00 0.0670 1.0000 1 0.0 1 0.00 0,00 <br /> 4 0.280 410.00 18.30 0.0420 1.0000 1 0.0 1 0.00 0,00 <br /> 5 0.160 100.00 10.00 0.0100 1.0000 1 0.2 887 0.45 0.24 <br /> 9,979.2 711,448 340.77 168.27 <br />#3 1 0.160 10.00 10.00 0.0010 1.0000 1 0.0 27 0.01 0.01 <br />Filename: Pond16REV5-10-24-2ponds.sc4 Printed 03-28-2002 <br />