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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\BASIN\RDA#5 User: C.W. BEGEJ <br />Date: 09-09-1993 Time: 14:28:09 <br />RDA ACCESS RD BELOW WATERSHED 5 <br />Storm: 2.90 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 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 />--------- (ft) <br />---------- <br />-------- ($) <br />------- <br />----- (fps) <br />--------- <br />----- (hr) <br />-------- <br />---- (hr) <br />------- <br />--- (hr) <br />------------- <br />- <br />--- <br /> <br />1 -- <br />1 -- <br />1 -- <br />1 <br />-a -- <br />1 -- <br />200.00 -- <br />15.00 --- <br />- <br />0.98 --- <br />- <br />0.06 ---- ----- <br />---- <br /> -b 7 270.00 27.78 10.61 0.01 <br /> <br />-- <br />- <br />-- <br />--- <br />- -c <br />---- 8 <br />----------- 325.00 <br />---------- 7.91 <br />------- 8.44 <br />------- 0.01 <br />----- 0.074 <br />--- <br />-- <br /> <br />1 <br />-- <br />1 <br />- <br />1 <br />--- - <br />1 <br />---- <br />-1 <br />---- <br />8 <br />----------- <br />10.03 <br />---------- <br />7.91 <br />------- -- <br />8.44 <br />--------- -- <br />- <br />0.00 <br />-------- ---- <br /> <br />------- ------ <br />----- <br />0.000 0.416 <br />------------- <br />-- <br />1 -- <br />1 -- <br />1 ---- <br />2 ---- <br />-a ----------- <br />7 ---------- <br />25.00 ------- <br />5.00 --------- <br />4.50 -------- <br />0.00 ------- ------------- <br /> <br />-- <br />-- <br />- <br />- <br />-- <br />-- <br />----- <br />----- -b <br />---- <br />---- 8 <br />----------- <br />----------- 370.00 <br />---------- <br />---------- 7.91 <br />------- <br />------- 8.44 <br />--------- <br />--------- 0.01 <br />-------- <br />-------- 0.013 <br />------- <br />------- <br />------------- <br />------------- <br />• <br /> <br />PF-15 <br />