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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\MTN\LOPINECB User: LW/CWB <br />Date: 09-15-1994 Time: 17:09:35 <br />10 YEAR 24 HOUR EVENT FOR ELECTRICAL SUBSTATION PAD & TOPSOIL PILE <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-------------------------------------------- <br />-------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />-------------------------------------------- <br />-------------------------------------------- <br />Seg. Land Flow <br />J B S SWS # Condition <br />Segment <br />Distance Slope Velocity Time <br />(ft) (8) (fps) (hr) <br />Time Muskingum <br />Conc. K X <br />(hr) (hr) <br />1 1 1 <br />- 1 -a <br />---- 1 <br />----- 160.00 <br />-- 9.00 0.76 0.06 0.058 <br />----- <br />1 1 1 --- <br />1 - <br />- <br />-1 ---- <br />7 ------ <br />--- <br />18.97 -------- <br />300.00 -------- <br />34.87 -------- <br />0.00 -------------------- <br /> -2 5 12.03 5.00 2.24 0.00 <br /> <br />------ <br />--- -3 <br />------ 5 <br />--------- 78.20 <br />----------- 5.00 <br />-------- 2.24 <br />-------- 0.01 <br />-------- 0.011 0.357 <br />-------------------- <br />------ <br />1 1 1 --- <br />2 ------ <br />-a --------- <br />7 ----------- <br />6.00 -------- <br />300.00 -------- <br />34.87 -------- <br />0.00 -------------------- <br /> -b 5 12.00 5.00 2.24 0.00 <br /> -c 5 78.00 5.00 2.24 0.01 0.011 <br />------ <br />------ <br />1 --- <br />--- <br />1 ------ <br />------- <br />-a --------- <br />-------- <br />2 ----------- <br />----------- <br />17.50 -------- <br />-------- <br />57.00 -------- <br />-------- <br />3.77 -------- <br />-------- <br />0.00 -------------------- <br />-------------------- <br />0.001 <br />- --- <br />1 2 1 --- <br />2 - ----- <br />-a ---- <br />2 ---- <br />17.50 ----- <br />57.00 ------- <br />3.77 ------ <br />0.00 - -------- ------ <br /> -b 7 80.00 5.00 4.50 0.00 0.006 <br />1 2 1 <br />------ 2 <br />--- -1 <br />------- 7 <br />-------- 35.14 <br />----------- 9.00 <br />-------- 6.04 <br />-------- 0.00 <br />-------- 0.001 0.390 <br />-------------------- <br />------ <br />1 2 1 --- <br />3 ------- <br />-a -------- <br />1 ----------- <br />220.00 -------- <br />9.00 -------- <br />0.76 -------- <br />0.08 -------------------- <br /> <br />------ <br />--- -b <br />------- 7 <br />-------- 80.00 <br />----------- 5.00 <br />-------- 4.50 <br />-------- 0.00 <br />------ 0.085 <br />------- <br />--------- <br />1 2 1 3 -1 7 35.14 9.00 6.04 -- <br />0.00 - <br />--- <br />0.001 0.390 <br /> <br />