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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 />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 /> <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />---- <br />---- <br />---- <br />---- <br />----------- <br />----------- (ft) <br />---------- <br />---------- ($) <br />-------- <br />-------- (fps) <br />------- <br />-- (hr) <br />--------- (hr) <br />------- (hr) <br />------------- <br /> <br />1 <br />-- <br />1 <br />- <br />1 <br />--- <br />1 <br />---- <br />-a <br />---- <br />1 <br />----------- <br />160.00 <br />-- <br />9.00 ----- <br />0.76 --------- <br />0.06 ------- <br />0.058 ------------- <br /> <br />1 <br />1 <br />1 <br />1 <br />-1 <br />7 -------- <br />18.97 -------- <br />300.00 ------- <br />34.87 --------- <br />0.00 ------- ------------- <br /> -2 5 12.03 5.00 2.24 0.00 <br /> -3 5 78.20 5.00 2.24 0.01 0.011 0.357 <br /> <br />1 <br />1 <br />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 />1 1 -a 2 17.50 57.00 3.77 0.00 0.001 <br />1 2 1 2 -a 2 17.50 57.00 3.77 0.00 <br /> <br />-- <br />-- <br />-- <br />--- -b <br />------ 7 <br />--------- 80.00 <br />----------- 5.00 <br />-------- 4.50 <br />----- 0.00 0.006 <br /> <br />1 <br />2 <br />1 <br />2 <br />-1 <br />7 <br />35.14 <br />9.00 --- <br />6.04 ---------------------------- <br />0.00 0.001 0.390 <br /> <br />1 <br />2 <br />1 <br />3 <br />-a <br />1 ----- <br />220.00 -------- <br />9.00 ------- <br />0.76 ---------------------------- <br />0.08 <br /> <br />-- <br />-- <br />-- <br />--- -b <br />------ 7 <br />--------- 80.00 <br />------------ 5.00 <br />-------- 4.50 <br />------- 0.00 0.085 <br />- <br /> <br />1 <br />2 <br />1 <br />3 <br />-1 <br />7 <br />35.14 <br />9.00 <br />6.04 --------------------------- <br />0.00 0.001 0.390 <br />• <br />