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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\OAKG25 User: Ray DuBois <br />Date: 02-20-2001 Time: 19:08:41 <br />Oak Gulch with G Pit & Regrade thru 2002 25 Year/29 Hour <br />Storm: 1.80 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />-------------------------------------------- <br />Seg. Land Flow <br />J B S SWS q Condition Distance <br />(ft) <br />---------------------------------- <br />1 1 1 1 -a 5 3614.36 <br />---------------------------------- <br />1 1 1 1 -1 3 901.96 <br />-2 6 736.39 <br />i-i-i--z--_a-------3--------901.42 <br />-b 6 742.08 <br />1 2 1 1 -a 5 3798 94 <br />- --- ------------------ <br />1 2 1 1 -1 4 617.37 <br />i-Z-i--z--_a-------9--------740 71 <br />---------------------------------- <br />• 1-2-1--2--_1-------6----_--1623.86 <br />1 2 1 3 -a 3 1496.55 <br />Z-i-i--i--_a-------3-------2326 58 <br />---------------------------------- <br />2 1 1 1 -1 6 252.50 <br />---------------------------------- <br />2 1 1 2 -a 2 953.27 <br />---------------------------------- <br />3 1 1 1 -a 1 990.72 <br />Slope <br />(%) <br />11.62 <br />15 71 <br />16.52 <br />15 53 <br />16.17 <br />13 42 <br />11.41 <br />8 10 <br />14.31 <br />18 71 <br />15 04 <br />--7.95 <br />23 08 <br />22.21 <br />SegmenC Time Muskingum <br />Jelocity Time Conc. K X <br />(fps) (hr) (hr) (hr) <br />------------------------------- <br />3 41 0.31 0.310 <br />------------------------------------- <br />2.77 0.09 <br />6.10 0.03 0.124 0.356 <br />----------------------------- <br />2 76 0.09 <br />6.03 0.04 0.127 <br />------------------------------------- <br />---------- ------ ------- <br />3.66 0.31 0.306 <br />------------------------------------- <br />3.02 0.06 0.059 0.318 <br />---------------------------- ----- <br />2.54 0.09 0.087 <br />------------------------------------- <br />5.67 0.08 0.081 0.383 <br />------------------------------ <br />3 03 0.15 0.151 <br />---- ----------------------------- <br />2 72 0.25 0.249 <br />------------------------------------- <br />4.23 0.02 0.016 0.356 <br />---------------------------------- <br />2 40 0.11 0.113 <br />----------------------------- <br />1.19 0.25 0.251 <br />• <br />