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SEDCAD 4 for Windows <br />CopYrighl 1998 Pamela J. Schwab <br />Civil Software Design <br />Structure Networking: <br /> <br />TY~ Stru <br /># (Flows <br />into) Stru <br /># Musk. K <br />(hrs) <br />Musk. X <br />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 #6 =_> End 0.000 0.000 Pond D <br />Null #6 =_> #7 0.038 0.375 Slope Stabl. D3 Upper <br />Null #7 =_> #4 0.007 0.433 D3 Lower Pad <br />• <br /> a'6 <br /> Null <br /> ,C7 <br /> Null <br /> A`I <br /> Nul/ <br /> ,C2 <br /> Nul/ <br /> A'3 <br /> Null <br /> A'4 <br /> Nul/ <br />A'S <br />Pond <br />Structure Routing Detai/s; <br />• <br />Stru Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># (R) (R) (fps) <br />#1 8. Large gullies, diversions, and low 7 76 70.00 900.00 8.36 0 <br />029 <br /> Flowing streams . <br />#1 Muskingum K: 0.029 <br />#2 8. Large gullies, diversions, and low 6.00 30.00 500 <br />00 7 <br />34 0 <br />018 <br /> Flowing streams . . . <br /> B. Large gullies, diversions, and low <br /> <br />Flowing streams 1.00 2.75 275.00 3.00 0.025 <br /> B. 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: pondd2624REVR1.sc4 <br />Printed OS-10-2 000 <br />