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Civil Software Desiqn -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />• Filename: C:\TOMMY\821\PONDB User: TEL <br />Date: 07-03-1997 Time: 16:53:05 <br />OXBOW CARBON & MINERALS POND B <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />Specific Gravity: 2.65 <br />Submerged Bulk Specific Gravity: 1.35 <br /> Particle Size Distribution(s): <br /> Size S or C Sand <br /> (mm) <br />----------- $ Finer <br />------------ <br />-------- <br />-------- <br />----------- <br />-------- <br />-------- <br /> ----------- <br />2.0000 ------------ <br />100.00 -------- -------- ----------- -------- -------- <br /> 1.0000 99.00 <br /> 0.5000 98.00 <br /> 0.2500 97.00 <br /> 0.1250 95.00 <br /> 0.0630 92.00 <br /> 0.0160 71.00 <br /> 0.0040 47.00 <br /> <br />• 0.0001 0.00 <br />~ Detailed Between Structu re Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> <br />-- <br />-- <br />------------ <br />-------- <br />----------- <br />-- <br />- (ft) <br />--------- <br />--- ( o) <br />------- <br />- (fps) <br />----------- <br />---- (hr) <br />-------- <br />-- <br />- (hr) <br />-------- <br />---- <br />------ <br />------ <br />2 <br />-- ---- <br />1 1 1 --- <br />----- <br />8 ------ <br />400.50 -- <br />---- <br />5.00 - <br />------ <br />6.71 - <br />---- <br />0.02 ---- <br />0.016 <br />- 0.398 <br />---- <br /> <br />2 <br />-- ----------- <br />1 2 1 ------------ <br />8 -------- <br />1200.01 -------- <br />0.42 ----------- <br />1.94 -------- <br />0.17 <br />-- <br />- --- <br />---- <br />0.172 <br />---- <br />- - <br />- <br />0.266 <br />------ <br />2 ----------- <br />2 2 1 ------------ <br />8 -------- <br />330.15 -------- <br />3.03 ----------- <br />5.22 -- <br />--- <br />0.02 <br />- --- <br />0.017 0.377 <br />----- <br />-- <br />2 ------------ <br />3 2 1 ----------- <br />8 --------- <br />600.08 ------- <br />1.67 ----------- <br />3.87 ------ <br />- <br />0.04 -------- <br />0.043 - <br />0.347 <br />3 <br />-- 1 1 1 <br />----------- 9 <br />------------ 11.18 <br />-------- 50.00 <br />-------- 63.64 <br />----------- 0.00 <br />-------- 0.000 <br />-------- 0.486 <br />------ <br />r 1 <br />L_J <br />I:S7 <br />