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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Cot <br />• Filename: B:\KERR <br />Date: <br />KERB COAL <br />Storm: 1.70 inches, l0 <br />Hydroqraph <br />npany Name: ACZ Inc. <br />User: TEL <br />04-06-1990 Time: 09:38:18 <br />COMPANY POST MINING DRAINAGE <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />-------------------------------------------- <br />------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> <br />-- <br />-- <br />-- <br />--- <br />----- <br />----------- <br />-------- (ft) <br />---------- <br />-------- <br />- ($) <br />-------- <br />-------- (fps) <br />-------- <br />-------- (hr) <br />-------- <br />-------- (hr) <br />-------- <br />---- (hr) <br />------------ <br />- <br />-- <br />-- <br />1 -- <br />1 -- <br />1 --- <br />1 ----- <br />-a -- <br />- <br />5 - <br />224.43 <br />5.00 <br />2.24 <br />0.03 ---- ---- <br />----- <br /> -b 5 402.15 1.00 1.00 0.11 <br /> -c 5 110.24 5.00 2.24 0.01 <br /> -d 5 184.16 28.00 5.29 0.01 <br /> <br />-- <br />- <br />-- <br />---- -e <br />----- 5 <br />----------- 270.51 <br />---------- 15.00 <br />-------- 3.87 <br />-------- 0.02 <br />-------- 0.179 <br />-------- <br />------------ <br />-- <br />1 - <br />1 -- <br />2 ---- <br />1 ----- <br />-a ----------- <br />5 ---------- <br />1750.19 -------- <br />1.50 -------- <br />1.22 -------- <br />0.40 -------- ------------ <br /> <br />-- <br />- <br />-- <br />---- -b <br />----- 5 <br />----------- 97.00 <br />---------- 16.00 <br />-------- 4.00 <br />------- 0.01 <br />--------- 0.403 <br />-------- <br />------------ <br />-- <br />1 - <br />1 -- <br />3 ---- <br />1 ----- <br />-a ----------- <br />5 ---------- <br />733.18 -------- <br />12.00 -------- <br />3.46 -------- <br />0.06 -------- ------------ <br /> -b 5 464.30 20.00 4.47 0.03 0.085 <br />-- <br />-- <br />• - <br />- -- <br />-- ---- <br />---- ----- <br />----- ----------- <br />----------- ---------- <br />---------- -------- <br />-------- -------- <br />------- -------- <br />--------- -------- <br />-------- ------------ <br />------------ <br />• <br />