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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:\SCAD\DT\MTN\#3MB1 User: C.W. BEGEJ <br />Date: 11-28-1995 Time: 15:54:32 <br />POND MB-1 EXCLUSIVELY USING STORAGE VOLUME OF THE SOUTH CELL <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 /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> (ft) (~) (fps) (hr) (hr) (hr) <br /> <br />1 1 1 1 -a 3 300.00 74.00 6.02 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 /> <br />- -d 8 <br />----- <br />- 400.00 <br />- 1.60 <br />------ 3.79 <br />- 0.03 <br />----- 0.068 <br />- <br />1 -- <br />1 -- <br />1 --- <br />1 ----- <br />-1 - <br />- <br />--- <br />8 --------- <br />583.07 -- <br />29.00 ------- <br />16.16 - <br />-- <br />0.01 -------- ------------ <br /> -2 8 340.61 6.00 7.35 0.01 <br /> <br />- <br />--- <br />-- <br />---- -3 <br />---- 8 <br />----------- 490.69 <br />---------- 30.00 <br />-------- 16.43 <br />-------- 0.01 <br />-------- <br />-------- 0.030 0.446 <br />------------ <br />- <br />1 ----- <br />1 ---- <br />1 ---- <br />-a ----------- <br />3 ---------- <br />365.00 -------- <br />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 8 100.00 30.00 16.43 0.00 0.039 <br />1 3 1 1 -1 8 630.20 2.50 4.74 0.04 <br /> <br />- <br />--- <br />-- <br />---- -2 <br />---- 8 <br />----------- 280.09 <br />---------- 2.50 <br />-------- 4.74 <br />-------- 0.02 <br />-------- <br />-------- 0.053 0.368 <br />------------ <br />- <br />2 --- <br />1 -- <br />1 ---- <br />1 ---- <br />-a ----------- <br />9 ---------- <br />150.00 -------- <br />0.10 -------- <br />2.85 -------- <br />0.01 -------- <br />0.014 ------------ <br /> <br />