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Civil Software Desagn -- 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 buBois <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 # Condition Distance Slope Velocity Time Conc. K X <br /> (ft) (°s) (fps) (hr) (hr) (hr) <br /> 1 1 1 1 -a S 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 />-- <br />-- 6 <br />-- <br />-- <br />- <br />- 736.39 16. 52 6.10 0.03 <br />- 0 .124 0. <br />- 356 <br />- <br /> - <br />1 -- <br />1 -- <br />1 ---- <br />2 - <br />----- <br />-a - <br />- <br />- <br />-- <br />----------- <br />3 ---------- <br />---------- <br />901.42 ----- <br />----- <br />15. -- <br />-- <br />53 -------- <br />-------- <br />2.76 --------- <br />--------- <br />0.09 -- <br />-- --- <br />- <br />----- -- <br />-- ----- <br />----- -- <br />-- -- <br />---- <br /> <br />-- <br />-- <br />-- <br />--- -b <br />----- 6 <br />----- <br />-- <br />- 742.08 <br />-- <br />- <br />- <br />- 16. <br />- <br />- 17 <br />- 6.03 <br />-- <br />-- <br />- 0.04 <br />-- <br />---- <br />- 0 <br />-- .127 <br />----- <br />-- <br />----- <br />- <br />---- <br /> -- <br />1 - <br />2 --- <br />1 --- <br />1 ----- <br />-a - <br />-- <br />----------- <br />5 - <br />- <br />-- <br />- <br />---------- <br />3798.94 - <br />-- <br />----- <br />13. - <br />-- <br />42 - <br />- <br />- <br />-------- <br />3.66 - <br />- <br />--------- <br />0.31 -- <br />0 ----- <br />.306 -- ----- - <br />--- --- <br /> 1 <br />-- 2 <br />- 1 <br />-- 1 <br />---- -1 <br />----- 4 <br />----------- 617.37 <br />-- <br />------- 11. <br />--- <br />- 41 <br />-- 3.02 <br />-------- 0.06 <br />--------- <br />-- <br />----- 0 <br />-- .059 <br />----- 0 <br />-- .318 <br />---- <br /> -- <br />1 -- <br />2 -- <br />1 --- <br />2 ----- <br />-a ----------- <br />9 - <br />---------- <br />740.71 - <br />----- <br />8. -- <br />10 --------- <br />2.54 -------- <br />0.05 -- <br />0 ----- <br />.087 -- ----- --- --- <br />• 1 2 1 2 -1 6 1623.86 14. 31 5.67 0.08 0 .081 D .383 <br /> 1 2 <br />-- 1 <br />-- 3 <br />---- -a <br />-- <br />-- 3 <br />- <br />-- <br />-- <br />- 1496.55 <br />- <br />------- 18. <br />---- 71 <br />-- 3.03 <br />-------- 0.15 <br />--------- 0 <br />-- .151 <br />----- <br />-- <br />----- <br />-- <br />--- <br /> - <br />- <br />2 -- <br />1 -- <br />1 ---- <br />1 - <br />----- <br />-a - <br />- <br />- <br />- <br />- <br />---------- <br />3 - <br />- <br />---------- <br />2326.58 - <br />----- <br />15. -- <br />04 -------- <br />2.72 --------- <br />0.25 -- <br />0 ----- <br />.249 - ----- <br /> <br />- -- <br /> <br />- ---- <br /> <br />-- <br /> - <br />2 -- <br />1 -- <br />1 - -- <br />1 ----- <br />-1 ----- ----- <br />6 ---------- <br />252.50 ----- <br />7. -- <br />95 -------- <br />4.23 --------- <br />0.02 -- ----- -- <br />0 --- <br />- <br />.016 - <br />0 - <br />- <br />.356 <br /> <br />2 <br />1 <br />1 <br />2 <br />-a <br />2 <br />953.27 <br />23. <br />08 ------ <br />2.4D --------- <br />0.11 -- <br />0 ----- <br />.113 <br /> 3 1 1 1 -a 1 990.72 22. 21 1.19 0.25 0 251 <br /> <br />