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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved,. <br />Com~~any Name: GREYSTONE DEVELOPMENT CONSULTANTS • <br />Filename: C:\SEDCAD3\NELK\SEPOSTIO User: CWB <br />Date: 10-14-1997 Time: 15:32:58 <br />NEW ELK POST MINING TOPOGRAPHY, SE PORTION C20: D1 - D4 <br />Storm: 2.90 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 /> (ft) ($) (fps) (hr) (hr) <br />2 1 1 1 S 570.05 1.35 3.49 0.05 0.045 0.336 <br />3 1 1 1 <br />- 8 <br />--- <br />--- <br />-- 600.05 <br />- <br />---- <br />- 1.25 <br />-- <br />-- 3.35 <br />-- <br />-- 0.05 <br />---- <br />-- 0.049 0.331 <br />-- <br />--------- <br />- <br />-- <br />4 - <br />1 <br />- ---- <br />1 - <br />---- <br />1 <br />-- -- <br />- <br />8 <br />-- <br />--- <br />--- -- <br />-- <br />140.03 <br />- <br />---- <br />-- --- <br />2.00 <br />-- <br />-- --- <br />--- <br />4.24 <br />-- <br />-- -- <br />- <br />0.01 <br />---- <br />-- - <br />- <br />0.009 0.356 <br />-- <br />--- <br />-- <br />-- <br />4 <br />-- - <br />1 <br />-- --- <br />2 <br />--- - <br />--- <br />1 <br />------ -- <br />- <br />8 <br />----------- -- <br />- <br />440.14 <br />---------- --- <br />2.50 <br />------- --- <br />--- <br />4.74 <br />---------- -- <br />- <br />0.03 <br />--------- -- <br />--- <br />-- <br />0.025 0.368 <br />-------------- <br />r 1 <br />U <br />L~ <br />