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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: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\LOR\FILL2 User: CWB <br />Date: 07-23-1997 Time: 10:00:501 <br />JEFF CANYON SURFACE MINE: FILL 2. D21 - D24 (100 YR), DS2A - [ <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TAJ <br />Seg. Land Flow Segme~ <br />J B S SWS # Condition Distance Slope Velocity Time <br /> <br />------------- <br />-- <br />------------ <br />--------- (ft) <br />---------- <br />--------- (~) (fps) <br />---------------- <br />---------------- (hr) <br />------ <br />------ <br />----------- <br />1 1 1 1 -a --- <br />5 - <br />127.79 31.30 5.59 0. 0: <br />-b 7 326.93 24.47 9.96 0. 0: <br />-c <br />------------ 8 <br />------------ 643.52 <br />---------- 2.00 4.24 <br />---------------- 0.0~ <br />------ <br />Time <br />Conc <br />(hr) <br />0.058 i <br />r 1 <br />iS2C(1O) <br />Muskingum <br />K X <br />(hr) <br />1 2 1 1 -a 5 167.58 35.80 5.98 0.01 <br /> -b 7 368.25 5.00 4.50 0.02 0.030 i <br />1 2 2 1 -a 5 215.95 27.78 5.27 0.01 <br />~ <br /> -b 8 688.45 21.79 14.00 0.01 0.026 <br />1 2 3 1 -a 5 526.39 17.10 4.13 0.04 <br /> - <br />-- ---- <br />-- 510.96 <br />-- - 9.34 <br />-- 0.02 <br />-- <br />- <br />- 0.058 <br />-------- <br />-- <br /> <br />- <br />1 <br />-- <br />2 <br />-- <br />3- -i- -1 <br />--- $ <br />-- ----563 99 23.69 14.60 Q <br />oi <br />1 - <br />---- <br />'0.010 ---- <br /> <br />0.44 <br />1 2 3 2 -a 5 205.22 38.98 6.24 0.01 ' <br /> -b 8 356.97 19.61 13.28 0.01 0.017 ~ <br />1 2 3 3 -a 5 54.42 36.75 6.06 0.00 <br /> -b 7 304.59 5.00 4.50 0.02 <br /> -c 8 490.12 26.52 15.45 0.01 0.030 i <br /> <br />1 <br />2 <br />3 <br />4 <br />-a <br />5 ---------- <br />114.60 ------- <br />17.45 -------- <br />4.18 ------- <br />0.01 --------------- <br />~ ------ <br /> -b 7 909.35 5.00 4.50 0.06 <br /> -c 8 484.33 16.52 12.19 0.01 0.075 <br />1 2 3 4 -1 8 765.85 28.51 16.02 0.01 <br />__ <br />== 0.013 <br />_ <br />___ 0.451 <br />1- 3- 1- -1- --a--_- -_-5--_- -__-127.30-- -31.42- _-5.61-- 0.01 ____ <br />______ ______ <br /> -b 8 422.21 5.00 6.71 0.02 0.023 i <br />1 3 1 2 -a 5 415.84 21.64 4.65 0.03 <br /> -b <br />-- 8 <br />-- <br />- 98.05 5.00 6.71 0.00 0.029 ' <br />1 3 2 1 -a 5 <br />__ <br />-- -___-47.44_- -42.16- --6.49-- --0.0~_ <br />0 _______________ <br /> <br />~ ______ <br /> -b 7 353.97 5.00 4.50 0.02 <br /> -c 8 619.48 19.37 13.20 0.01 0.037 <br /> <br />-- <br />1 <br />-- <br />3 <br />-- <br />2 <br />--- <br />2- <br />----- <br />--a 1-- ----266.42 22.52 1.20 O.OI <br /> <br />6 ___________ ____• <br /> -b 7 164.23 12.18 7.02 0.01 <br /> -c 7 226.41 30.92 11.19 0.01 <br />----- 0.077 <br />-------------- <br />------ <br />