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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:\882\DS\NORTHI IIser: DGG (Update KCK) <br />Date: 06-17-1998 Time: 12:06:23 <br />SENCECA II POST MINING NORTHERN DRAINAGE <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPUT TABLE <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 />-- <br />- <br />-- (ft) (~) (fps) <br />----- <br />- (hr) <br />--------- (hr) <br />-------- <br />------ <br />3 <br />- 1 <br />--- 1 <br />--- 1 <br />------ - <br />- <br />-- <br />- <br />7 <br />---- <br />-- <br />-- ---------- <br />1003.61 <br />- ------- <br />8.50 <br />- -- <br />- <br />5.87 <br />------- 0.05 <br />------- <br />- 0.047 <br />-------- 0.387 <br />------ <br />4 <br />- 1 <br />--- 1 <br />--- 1 <br />- - <br />- <br />- <br />7 --------- <br />1305.08 ------ <br />8.85 --- <br />5.99 - <br />0.06 <br />---- <br />-- 0.060 <br />-------- 0.389 <br />------ <br />5 <br />- 1 <br />--- 1 <br />--- -- <br />--- <br />1 <br />--- <br />- ----------- <br />7 <br />- <br />- <br />- <br />- ---------- <br />2404.38 ------- <br />6.04 ---------- <br />4.95 <br />------- -- <br />- <br />0.13 <br />--------- 0.134 <br />-------- 0.372 <br />------ <br />5 <br />- 1 <br />--- 2 <br />--- -- <br />1 <br />------ -- <br />-- <br />-- <br />- <br />7 <br />----------- ---------- <br />1150.10 <br />---------- ------- <br />1.30 <br />------- --- <br />2.30 <br />---------- 0.14 <br />--------- 0.138 <br />-------- 0.287 <br />------ <br /> <br />• <br />7-12-9 Revised 08/04/98 <br />