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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: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\OAKG10 User: Ray DuBois <br />Date: 02-20-2001 Time: 19:08:56 <br />Oak Gulch with G Pit & Regrade thru 2002 10 Year/24 Hour <br />Storm: 1.40 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> Seg. Land Flow Segment Time Muskingum <br /> J B S SWS q Condition Distance Slope Velocity Time Conc. K X <br /> {ft) {%) (fps) (hr) (hr) (hr) <br /> 1 1 1 1 -a 5 3614.36 11.62 3.41 0.31 0.310 <br /> 1 1 1 1 -1 3 901.96 15.71 2.77 0.09 <br /> <br />- <br />-- <br />-- <br />---- -2 <br />----- 6 <br />----------- 736.39 <br />---------- 16.52 <br />------- 6.10 <br />-------- 0.03 <br />--------- <br />------ 0 <br />-- .124 <br />--- 0.356 <br />------ <br /> - <br />1 -- <br />1 -- <br />1 ---- <br />2 ----- <br />-a - ------ <br />3 ---------- <br />901.42 ------- <br />15.53 -------- <br />2.76 --------- <br />0.09 - <br />------- -- - <br />- <br />---- ------ <br /> <br />- <br />- <br />-- <br />--- -b <br />----- 6 <br />-------- 742.08 <br />---------- 16.17 <br />------- 6.03 <br />-------- 0.04 <br />-------- 0.127 <br />------- <br />-- <br />---- <br />----- <br /> -- <br />1 - <br />2 --- <br />1 ---- <br />1 --- <br />-a ---------- <br />5 ---------- <br />3798.94 ------ <br />13.42 --------- <br />3.66 -------- <br />0.31 ------- <br />0.306 -- ---- ------ <br /> 1 2 1 1 -1 4 617 37 11.41 3.02 0.06 0 .059 0.318 <br /> -- <br />1 -- <br />2 -- <br />1 ---- <br />2 ---- <br />-a ----------- <br />4 ---------- <br />740.71 ------- <br />8.10 --------- <br />2.54 -------- <br />0.09 ------- <br />0.087 -- ----- ------ <br /> 1 2 1 2 -1 6 1623.86 14.31 5.67 0.08 0 .081 0.383 <br /> 1 2 1 3 -a 3 1496.55 18.71 3.03 0.15 0.151 <br /> __ <br />2 __ <br />1 __ <br />1 ____ <br />1 ____ <br />-a ___________ <br />3 __________ <br />2326.58 _______ <br />15.04 _________ <br />2.72 ________ <br />0.25 _______ <br />0.249 __ _____ ______ <br /> 2 1 1 1 -1 6 252.50 7.95 4.23 0.02 0 .016 0.356 <br /> <br />- __ <br />2 __ <br />1 __ <br />1 ____ <br />2 ____ <br />-a ___________ <br />2 __________ <br />953.27 _______ <br />23.08 _________ <br />2.40 ________ <br />0.11 _______ <br />0.113 __ _____ ______ <br /> __ <br />3 __ <br />1 __ <br />1 ____ <br />1 ____ <br />-a ___________ <br />1 __________ <br />990.72 _______ <br />22.21 _________ <br />1.19 ________ <br />0.25 _______ <br />0.251 __ _____ ______ <br />