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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\FLUM106A User: Karl Koehler/Ray DuBois <br />-Date: 02-17-1999 Time: 13:06:23 <br />MID. FLUME (w%No.-3--As-Built)j 10 YR-24 HR; PONDS ~ 60% SEDIMENT LOAD <br />Storm: 1.40 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />----------------------- <br />----------------------- <br />Specific Gravity: 2.50 <br />Submerged Bulk Specific Gravity: 1.25 <br /> Particle Size Distribution(s): <br />Size Standard <br />(mm) <br />--------- % Finer <br />----------- <br />----- <br />------ <br />----- <br />---- <br />-- <br />- <br />-- <br />- <br /> <br />--------- <br />2.0000 -- <br />- <br />- <br />- <br />--- <br />----- <br />----- <br />- <br />- <br />--------------------------------------------------------- <br />100.00 <br />1.5100 92.00 <br />1.0300 84.00 <br />0.5400 75.00 <br />0.0500 66.00 <br />0.0404 60.00 <br />0.0308 54.00 <br />0.0212 47.00 <br />0.0116 40.00 <br />• <br />0.0020 34.00 <br />0.0016 28.00 <br />0.0012 20.00 <br />0.0008 14.00 <br />0.0004 7.00 <br />0.0001 0.00 <br />Detailed Between Structure 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 />------- (ft) <br />---------- (%) <br />------- (fps) <br />---------- (hr) <br />--------- (hr) <br />-------------- <br />-- <br />3 -- <br />1 --- <br />1 ------ <br />1 - <br />----------- <br />8 ---------- <br />409.11 ------- <br />4.89 <br />- ---------- <br />6.64 <br />-- --------- <br />0.02 <br />- <br />--- -------------- <br />0.017 0.397 <br />-------------- <br />-- <br />4 -- <br />1 --- <br />2 ------ <br />1 ----------- <br />8 ---------- <br />287.12 --- <br />--- <br />6.98 ----- <br />--- <br />7.93 ----- <br />0.01 0.010 0.411 <br />--- <br />---- <br />-- <br />4 <br />-- -- <br />2 <br />-- --- <br />2 <br />--- ------ <br />1 <br />------ ----------- <br />8 <br />----------- ---------- <br />356.90 <br />---------- ------- <br />8.44 <br />------- ---------- <br />8.71 <br />---------- --------- <br />0.01 <br />--------- --- <br />---- <br />0.011 0.418 <br />-------------- <br /> <br />