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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: CYPRUS YAMPA VALLEY COAL <br />Filename: D:\SEDCAD3\AREA41 User: JES <br />Date: 08-20-1998 Time: 10:10:20 <br />AREA 41, AVERAGE SLOPE, AVERAGE K, SOIL TYPE 'B' <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />Specific Gravity: 2.63 <br />Submerged Bulk Specific Gravity: 1.25 <br />Particle Size Distribution(s): <br />Size CYCC SOIL DIS <br />(mm) ~ Finer <br />4.0000 100.00 <br />2.0000 96.70 <br />1.0000 95.10 <br />0.5000 92.50 <br />0.2500 86.90 <br />0.1250 80.20 <br />0.0630 68.90 <br />0.0310 50.70 <br />• <br />0.0160 36.40 <br />0.0080 25.00 <br />0.0040 15.80 <br />0.0020 9.80 <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 />- <br />- (fps) <br />--- <br />-- <br />- (hr) <br />------ -- (hr) <br />- -- <br />--- - <br />2 <br />-- 1 <br />- 1 <br />--- 1 <br />--- ---- <br />--- <br />6 <br />-- --------- <br />52.56 --- <br />-- <br />12.13 --- <br />- <br />5.22 0.00 <br />-- 0.002 <br />------ 0.377 <br />-- <br />--- <br /> <br />3 <br />-- <br />1 <br />- - <br />1 <br />--- - <br />-- <br />1 <br />- - <br />-------- <br />6 ---------- <br />52.56 ------- <br />12.13 ---------- <br />5.22 ------ <br />- <br />0.00 <br />-- - <br />0.002 <br />------ - <br />- <br />0.377 <br />- <br />- <br /> <br />4 <br />-- <br />1 <br />- - <br />1 <br />---- --- <br />-- <br />1 <br />------ ----------- <br />6 <br />--- ---------- <br />52.56 ------- <br />12.13 <br />- ---------- <br />5.22 <br />- ------ <br />- <br />0.00 <br />- <br />---- - <br />0.002 <br />------- ---- <br />- <br />0.377 <br />------ <br /> <br />5 <br />-- <br />1 <br />- <br />1 <br />---- <br />1 <br />------ -------- <br />6 <br />----------- ---------- <br />52.56 <br />---------- ----- <br />- <br />12.13 <br />------- -------- <br />- <br />5.22 <br />---------- -- <br />-- <br />0.00 <br />--------- <br />0.002 <br />------- - <br />0.377 <br />------- <br />i <br />