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Civil Software Design -- SEDCAD+ Version 3.1 <br /> Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• <br /> Company Name: Greystone Dev elopment Consultants <br /> Filename: C:\SCAD\DT\MTN\#3MB1 Us er: C.W. BEGEJ <br /> Date: i1-28-1995 Ti me: 15: 57:49 <br /> POND MB-1 EXCLUSIVELY USING STORAG E VOLUME OF THE SOUTH CELL <br />Storm: 2 .30 inches, 25 year-24 hour, SCS Type II <br /> Hydrograph Convolution I nterval: 0.1 hr <br /> ------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />-------------------------------------------- <br />-------------------------------------------- <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 />---- (ft) ($) <br />------------------ <br />------------------ (fps) <br />-------- <br />-------- (hr) (hr) <br />---------------- <br />---------------- (hr) <br />------------ <br />--- <br />----- <br />1 1 1 -------- <br />1 -a ------- <br />3 <br />300.00 74.00 <br />6.02 <br />0.01 -------- <br /> -b 7 900.00 74.00 17.32 0.01 <br /> -c 7 320.00 15.00 7.80 0.01 <br /> -d 8 <br />--- 400.00 1.60 <br />---------- 3.79 <br />------- 0.03 0.068 <br />-------------- <br />------ <br />1 1 1 -------- <br />1 -1 -------- <br />8 -------- <br />583.07 29.00 - <br />16.16 -- <br />0.01 ------------ <br /> -2 8 340.61 6.00 7.35 0.01 <br /> <br />------ -3 <br />-------- 8 <br />----------- 490.69 30.00 <br />------------------ 16.43 <br />-------- 0.01 <br />---------------- 0.030 0.446 <br />------------ <br />------ <br />1 <br />1 -------- <br />1 -a ----------- <br />3 ------------------ <br />365.00 35.20 -------- <br />4.15 ---------------- <br />0.02 ------------ <br />~ -b 8 160.00 15.63 11.86 0.00 <br /> -C 8 215.00 4.65 6.47 0.01 <br /> -d 8 <br />----- 100.00 30.00 <br />---------- 16.43 <br />--- 0.00 0.039 <br />----- <br />- <br />---- <br />------ <br />1 3 1 -------- <br />1 -1 ------ <br />8 -------- <br />630.20 2.50 ----- <br />4.74 - <br />- <br />- <br />--- <br />0.04 ------------ <br /> <br />------ -2 <br />-------- 8 <br />----------- 280.09 2.50 <br />------------------ 4.74 <br />-------- 0.02 <br />---------------- 0.053 0.368 <br />------------ <br />------ <br />2 1 1 -------- <br />1 -a ----------- <br />9 ------------------ <br />150.00 0.10 -------- <br />2.85 ---------------- <br />0.01 0.014 ------------ <br />• <br />