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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:\SCAD3\CWB\FILL1 User: CWB <br />Date: 07-20-1997 Time: 16:52:18 <br />JEFF CANYON SURFACE MINE, FILL 1: D11-D14 (100-YR), D1A-D1C ( 0 YR) <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />____________________________________________ <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> Se <br />g. Land Flow ---------- ------- --------- Se ---- <br />gmet -- <br />Time <br />Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> (ft) (3) (fps) (hr) (hr) (hr) <br />1 1 1 1 -a 1 221.86 18.03 1.07 0.06 <br /> -b 7 602.79 11.61 6.86 0.03 0.090 <br />1 1 1 1 -1 7 371.18 8.00 5.69 0.02 <br /> -2 7 750.94 5.00 4.50 0.05 ~~0.064 0.371 <br />1 1 1 2 -a 5 316.49 ---9.48 ---3.08-- --0. 0'-- <br />3 ------- ------------ <br /> <br />-b <br />5 <br />1011.91 <br />1.98 <br />1.41 <br />0.27 ~„ <br />i <br /> -c 7 547.18 5.00 4.50 0.03 0.335 i <br />1 1 2 1 -a 1 131.20 45.73 1.71 0.02 ~ <br /> <br />-b <br />7 <br />663.50 <br />21.10 <br />9.25 <br />0.02 <br />0.046 • <br />1 1 2 2 -a 5 124.87 32.03 5.66 0.01 ~ <br /> -b 8 463.87 5.00 6.71 0.02 <br /> -c 8 367.09 21.79 14.00 <br />== 0.01 <br />== 0.033 ~ <br />' <br />1- 1- 3- -1-- -a--- ----1----- ---143.54- --27.87 - <br />1.34-- 0.03-= =0.030= I-----_______ <br />1 1 3 2 -a 5 54.08 36.98 6.08 0.00 ~ <br /> -b 7 123.05 5.00 4.50 0.01 0.010 <br /> <br />1 <br />1 <br />4 <br />1 <br />-a <br />5 <br />140.00 <br />30.00 <br />5.48 <br />0.01 _ <br />0.007 _____________ <br />-- <br />1 -- <br />1 -- <br />4 ---- <br />2 ----- <br />-a ---------- <br />5 ---------- <br />125.00 ------- <br />40.00 --------- <br />6.32 -------- <br />0.01 ------- <br />0.005 ------------- <br /> <br />1 <br />2 <br />1 <br />1 <br />-a <br />5 <br />316.50 <br />9.48 <br />3.08 _____ <br />0.03 _______ _____________ <br /> -b 5 1021.00 5.00 2.24 0.13 <br /> -c 7 704.80 5.00 4.50 0.04 0.198 ', <br />1 2 2 1 -a 5 180.00 40.00 6.32 0.01 <br /> -b 7 500.00 5.00 4.50 0.03 i <br /> -c 7 400.00 19.00 8.77 0.01 0.051 <br />1 2 2 2 -a 5 577.45 10.39 3.22 0.05 <br /> -b 7 547.71 20.08 9.02 0.02 0.071 <br />1 2 3 1 -a 5 60.00 40.00 6.32 0.0 <br />-b 7 100.00 5.00 4.50 0.0 <br />----------------------------------------------- <br />1 2 4 1 -a 5 180.00 40.00 6.32 0.0 <br />I <br />0.008 <br />0.007 <br />