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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 User: DGG (Update RCK) <br />Date: 06-17-1998 Time: 12:06:34 -- <br />SENCECA II POST MINING NORTHERN DRAINAGE <br />Storm: 2.50 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />YDETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />~~z==== '__-~ ~- _~-_ ----____ <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 />----------- (ft) <br />--------- (~) <br />--- <br />- (fps) <br />----- (hr) <br />------- (hr) <br />---- (hr) <br />2 Z 1 1 -a 4 400.00 ---- <br />11.33 3.01 0.04 <br /> -b 5 200.00 11.33 3.37 0.02 <br /> -c 7 750.00 13.08 7.28 0.03 0.082 <br />2 2 1 1 -1 7 602.99 10.00 6.37 0.03 <br /> -2 7 1603.12 6.25 5.03 0.09 <br /> -3 7 3319.58 10.91 6.65 0.14 0.252 0.391 <br />_______=====s~~------------------_---------- ---__ =-- _== ___ _=__________ <br />2 <br />-- 2 <br />-- 1 <br />-- 3 <br />---- -a <br />----- 5 <br />---------- 800.00 <br />----- <br />- 10.63 <br />- 3.26 <br />--- 0.07 <br />-------- 0.068 <br />------- <br />------------- <br />2 2 1 3 -1 <br />-2 6 <br />7 ---- <br />191.64 <br />1452.79 - <br />------ <br />13.16 <br />6.21 ----- <br />5.44 <br />5.02 0.01 <br />0.08 <br /> -3 7 3319.58 10.91 6.65 0.14 0.227 0. <br />_________~---------_----------------==s-----------_---- <br />-------- ---------- ------ ---------- ---- ------ <br />----- ------_______ <br />2 2 1 4 -a 4 500.00 12.00 3.10 0.04 <br /> -b 5 500.00 12.00 3.46 0.04 <br /> -c 5 850.00 21.76 4.67 0.05 0.135 <br />2 2 1 4 -1 5 720.35 24.29 4.93 0.04 <br /> -2 7 2110.47 10.00 6.37 0.09 0.131 0.389 <br />-- <br />3 - <br />1 -- <br />1 -- <br />1 ----- <br />-a --------- <br />4 ---------- <br />150.00 ------- <br />13.33 ------ <br />3.26 -------- <br />0.01 ------- <br /> -b 5 1600.00 18.75 4.33 0.10 <br /> -c 5 2000.00 17.75 4.21 0.13 0.247 <br /> <br />4 1 1 1 -a 4 150.00 13.33 3.26 0.01 <br /> -b 6 1050.00 8.10 4.27 0.07 0.081 <br /> ~- <br />4 2 1 1 -a 4 400.00 12.50 3.16 0.04 <br /> -b 5 3050.00 14.75 3.84 0.22 <br /> -C 6 600.00 8.33 4.33 0.04 <br /> <br />- <br />-- <br />-- <br />---- -d <br />-- <br />-- 6 <br />-- <br />- <br />- 180.00 <br />-- 27.78 7.91 <br />- 0.01 <br />- <br />- <br />- 0.300 <br />------- <br />------------- <br />4 2 1 1 - <br />-1 -- <br />---- <br />- <br />6 -------- <br />1298.08 -------- <br />28.00 ------ <br />- <br />7.94 ---- <br />- <br />0.04 <br /> -2 6 250.80 8.00 4.24 0.02 <br /> -3 <br />-4 6 <br />6 1804.69 <br />1101.14 7.22 <br />4.55 4.03 <br />3.20 0.12 <br />0.10 <br />0.279 0~ <br />-_ _ __- ___ ----------- ---------- <br />5 1 1 1 -a 4 400.00 8.75 2.64 0.04 <br /> -b 7 600.00 12.50 7.12 0.02 <br /> -C 7 1800.00 3.61 3.83 0.13 0.196 <br /> ' 7-12-18 Revised 08/04/98 <br />