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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J. Schwab <br />Civil Software Design <br />r 1 <br />u <br />Structure Networking; <br />Type Stru <br /># (Flows <br />into) Stru <br /># Musk. K <br />(hrs) Musk. X Description <br />Null #1 =_> #3 0.013 0.438 <br />Null #2 =_> #3 0.023 0.319 <br />Null #3 =_> #7 0.000 0.000 <br />Null #4 =_> #5 0.010 0.442 <br />Null #5 =_> #7 0.000 0.000 <br />Null #6 =_> #7 0.000 0.000 <br />Pond #7 =_> End 0.000 0.000 <br />l J <br /> .76 <br /> Null <br /> M4 <br /> Null <br /> A'S <br /> Null <br /> A'7 <br /> Null <br /> A'1 <br /> Nu/l <br /> A'3 <br /> Nu/l <br />A'7 <br />Pond <br />Structure Routing Detai/s: <br />Stru <br />Land Flow Condition <br />Slope (%) Vert. Dist. Horiz. Dist. Velocity <br />Time (hrs) <br /># (ft) (ft) (fps) <br />#1 8. Large gullies, diversions, and low 15.80 94.80 600.00 11.92 0.013 <br /> Flowing streams <br />tt1 Muskingum K: 0.013 <br />#2 8. Large gullies, diversions, and low 1.OD 2.50 250.00 3.00 0.023 <br /> Flowing streams <br />#2 Muskingum K: 0.023 <br />#4 8. Large gullies, diversions, and low 19.00 95.00 500.00 13.07 0,010 <br /> flowing streams <br />#4 Muskingum K: 0.010 <br />• <br />Filename: pontl6rev.sc4 <br />Printed 07-26-2001 <br />