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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: ACZ, INC. <br />Filename: J:\891\SEDCAD\STREETER User: K. Kammerzell <br />Date: 10-14-1998 Time: 10:59:50 <br />Streeter Pond (4/97 Post-Mining Topography) <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: 2.65 <br />Submerged Bulk Specific Gravity: 1.35 <br />Particle <br />Size DMG/COlowyo <br />(mm) % Finer <br />• <br />4.7600 100.00 <br />1.1910 99.00 <br />0.5900 98.00 <br />0.2970 95.00 <br />0.1490 85.00 <br />0.0740 73.00 <br />0.0370 56.00 <br />0.0190 44.00 <br />0.0090 36.00 <br />0.0050 33.00 <br />0.0020 26.00 <br />0.0010 23.00 <br />Size Distribution(s): <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 />---------- (%j <br />------- (fps) <br />---------- (hr) <br />--------- (hr) <br />-------- <br />-------- <br />------ <br />------ <br />- <br />1 <br />- -- <br />1 <br />-- ---- <br />2 <br />---- ------ <br />1 <br />------ ----------- <br />8 <br />----------- ---------- <br />2501.44 <br />---------- ------- <br />3.40 <br />------- ---------- <br />5.53 <br />---------- --------- <br />0.13 <br />--------- 0.125 <br />------- 0.382 <br />------- <br />1 1 3 1 8 850.72 4.12 6.09 0.04 <br /> <br />- <br />-- <br />--- 2 <br />- 8 <br />- 2500.98 <br />- <br />- 2.80 5.02 0.14 <br />--- <br />- 0.177 <br />------- 0.378 <br />------- <br />2 1 - <br />1 - <br />---- <br />1 ---- <br />------ <br />8 ----- <br />- <br />-- <br />800.06 ------- <br />1.25 ---------- <br />3.35 ---- <br />- <br />0.07 <br /> 2 8 2000.62 2.50 4.74 0.12 0.183 <br />- 0.359 <br />- <br />--- <br />- <br />3 -- <br />1 <br />- ---- <br />1 ------ <br />1 ----------- <br />8 ---------- <br />2009.98 ------- <br />10.00 ---------- <br />9.49 --------- <br />0.06 ------ <br />- <br />0.058 <br />- - <br />- <br />0.424 <br />- <br />--- <br />- <br />4 <br />- - <br />1 <br />-- ---- <br />1 <br />---- ------ <br />1 <br />------ ----------- <br />8 <br />----------- ---------- <br />1037.12 <br />---------- ------- <br />27.50 <br />------- ---------- <br />15.73 <br />---------- --------- <br />0.02 <br />--------- ------ <br />- <br />0.017 <br />------- - <br />- <br />0.451 <br />------- <br /> <br />