PERMFILE58809 - Laserfiche WebLink

Home Browse Search

Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: GREYSTONE DEVELOPMENT CONSULTANTS Filename: C:\SEDCAD3\NELK\D11D16A User: CWB Date: 10-16-1997 Time: 10:31:11 NEW ELK POST MINING TOPOGRAPHY, WEST PORTAL, C27 - D11 THRU D16 Storm: 4.20 inches, 100 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr DETAILED SUBWATERSHED INPUT/OUTPUT TABLE Seg. Land Flow Segment Time Muskingum J B S SWS # Condition Distance Slope Velocity Time Conc. K X ---- ---- - -- ---- --- ------ ------ ---------- ---------- (ft) ---------- ---------- (~) ------- ------- (fps) --------- --------- (hr) -------- ------- (hr) ------- --- - (hr) ------- - - ------ 1 1 1 1 -a 5 597.89 3.35 1.83 - 0.11 --- ---- - ------ ---- - ---- -b ------ 8 ---------- 333.96 ---------- 5.99 ------- 7.34 --------- 0.01 -------- 0.125 ------- ------- ------ ---- 1 1 -- 1 --- 2 ------ -a ---------- 5 ---------- 30.00 ------- 2.00 --------- 1.41 -------- 0.01 ------- ------- ------ ---- -- --- -b ------ 5 ---------- 12.00 ---------- 50.00 ------- 7.07 --------- 0.00 -------- 0.006 ------- ------- ------ 1 1 ---- 1 -- 2 --- -1 ------ 8 ---------- 800.64 ---------- 4.00 ------- 6.00 --------- 0.04 -------- ------- 0.037 ------- 0.389 ------ ---- 1 2 - 1 ---- 1 ------ -a ---------- 1 ---------- 794.77 ------- 25.16 --------- 1.27 -------- 0.19 ------- ------- ------ -b 7 965.72 41.42 12.96 0.02 --- -_c--- ----8 ----- 893.86 ---------- 27.97 ------- 15.87 --------- 0.02 -------- 0.223 ------- ------- ------ 1 1 1 -1 8 293.27 13.90 11.18 0.01 ---- -- --- -2 ------ 8 ---------- 537.36 ---------- 9.40 ------- 9.20 --------- 0.02 -------- ------- 0.023 ------- 0.426 ------ ---- 1 2 -- 1 --- 2 ------ -a ---------- 5 ---------- 621.40 ------- 8.05 --------- 2.84 -------- 0.06 ------- ------- ------ ---- -- --- -b ------ 8 ---------- 450.40 ---------- 8.87 ------- 8.93 --------- 0.01 -------- 0.074 ------- ------- ------ ---- 2 1 -- 1 --- 1 ------ -a ---------- 5 ---------- 30.00 ------- 2.00 --------- 1.41 -------- 0.01 ------- ------- ------ ---- -- --- -b ------ 5 ---------- 12.00 ---------- 50.00 ------- 7.07 ---- ---- 0.00 ------ - 0.006 ------- ------- ------ 2 1 ---- 1 -- 1 --- -1 ------ 5 ---------- 800.44 ---------- 3.30 ------- - 1.82 --------- - 0.12 -------- ------- 0.122 ------- 0.258 ------ ---- 2 1 ---- -- 1 -- --- 2 --- ------ -a ------ ---------- 5 ---------- ---------- 900.00 ---------- ------- 3.30 ------- --------- 1.82 --------- -------- 0.14 -------- ------- 0.137 ------- ------- ------- ------ ------ ---- 2 2 -- 1 --- 1 ------ -a ---------- 1 ---------- 319.63 ------- 31.29 --------- 1.42 -------- 0.06 ------- ------- ------ -b 7 -- -- 1301.00 ---- - 33.83 -- - 11.71 -- 0.03 --- 0.093 ----- - ------- --- -- ---- 2 2 -- 1 --- 1 ------ -1 -- ---- 8 --- -- 328.92 ---- 15.57 ----- -- 11.84 -- --- 0.01 - - ---- -- --- -2 ------ 8 ---------- 312.25 ---------- 1.30 ------- 3.42 --------- 0.03 -------- ------- 0.032 ------- 0.409 ------ ---- 2 2 -- 1 ---- 2 ----- -a ---------- 5 ---------- 243.82 ------- 16.41 --------- 4.05 -------- 0.02 ------- ------- ------ ---- -- --- -b ------ 8 ---------- 808.74 ---------- 1.40 ------- 3.55 --------- 0.06 -------- 0.080 ------- ------- ------ ---- 3 1 -- 1 --- 1 ------ -a ---------- 5 ---------- 30.00 ------- 2.00 --------- 1.41 -------- 0.01 ------- ------- ------ -b 5 12.00 50.00 7.07 0.00 0.006 - --- ------ ---------- ---------- ------- --------- -------- -------- ------ ------ 1 1 -1 5 214.93 4.66 2.16 0.03 -2 5 205.12 1.40 1.18 0.05 -3 8 736.83 1.40 3.55 0.06 0.133 0.314 ---- 3 1 - 1 ---- 2 -- -- -a --- --- 5 239.57 -- 4.17 --- 2.04 -- 0.03