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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\FLUM2520 User: Karl Koehler/Ray DuBois <br />Date: 02-17-1999 Time: 13:50:26 <br />MID FLUME N0.3 AS-BUILT; 25-24 EVENT; YR. 2000 DISTURBANCE; POND Q 60% <br />Storm: 1.80 inches, 25 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) % Finer <br />2.0000 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 />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 />----------- (ft) <br />---------- (%) <br />------- (fps) <br />---------- (hr) <br />--------- (hr) <br />-------------- <br />-- <br />3 -- <br />1 --- <br />1 ------ <br />1 ----------- <br />8 ---------- <br />409.11 ------- <br />4.89 ---------- <br />6.64 --------- <br />0.02 -------------- <br />0.017 0.397 <br />- <br />-- <br />4 -- <br />1 --- <br />2 ------ <br />1 ----------- <br />8 ---------- <br />287.12 ------- <br />6.98 ---------- <br />7.93 --------- <br />0.01 <br />-- ----- <br />-------- <br />0.010 0.411 <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 />--- <br />0.01 <br />--------- -- <br />-------- <br />0.011 0.418 <br />-------------- <br /> <br />