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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J SrJrwab <br />Civil Software Design <br />C <br />Structure Networking; <br />Type stru <br /># (Flows <br />into) Stru <br /># Musk. K <br />(hrs) Musk. X Description <br /> <br />Null <br />#1 <br />=_> <br />#2 <br />0.029 <br />0.416 Upper Pad <br /> <br />Upper Pad <br />Null #2 =_> #3 0.050 0.405 DS Upper <br />Null #3 =_> #4 0.007 0.433 DS Middle Lower Pad <br />Null #4 =_> #6 0.000 0.463 DS Lower <br />Pond #5 =_> End 0.000 0.000 Pond D <br />Null #6 =_> #7 0.038 0.37s Slope stabl. D3 Upper <br />Null #7 =_> #4 0.007 0.433 D3 Lower Pad <br />• <br /> A'6 <br /> Null <br /> A'7 <br /> Null <br /> ,CI <br /> Nu/l <br /> A'1 <br /> Nu// <br /> A'3 <br /> Nu/l <br /> A'4 <br /> Nu/l <br />A'S <br />Pond <br />Structure Routing Detai/s: <br />• <br />Stru Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># (R) (ft) (fps) <br />#1 8. Large gullies, diversions, and low 7 76 70.00 900.D0 6.36 0.029 <br /> flowing streams <br />#1 Muskingum K: 0.029 <br />#2 B. Large gullies, diversions, and low 6.00 30.00 500.00 7.34 0.018 <br /> Flowing streams <br /> 6. Large gullies, diversions, and low 1.00 2.75 275.00 3.00 0.025 <br /> Flowing streams <br /> 8. Large gullies, diversions, and low 13.33 40.00 300.00 10 <br />95 0 <br />007 <br /> Flowing streams . . <br />#2 Muskingum K: 0.050 <br />Filename: pondd1024revR1 sc4 <br />Printed OS-10-2000 <br />