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Civil Softwre Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br /> ~ <br /> Company Name: <br />GREYSTONE DEVELOPMENT CONSULTANTS <br /> Filename: C:\SEDCAD3\MTN\W55A-5D Us er: C.W. BEGEJ <br /> Date: O~y_27-1993 Ti me: 10: 29:31 <br /> WATERSHEDSi5A, 5B, SC, 5 D AND DI TCH D1-4 <br /> Storm: 1 .90 inches, l0~year-24 hour, SCS Typ e II <br /> Hydrograph~Convolution I <br />i nterval: 0.1 hr <br /> DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />------------=------------------------------ <br />------------------------------------------- <br />- <br />- <br /> <br />Seg. I <br />Land Flow ~ <br />Segment <br />Time <br />Muskingum <br />J B S SWS # Condition Distance Slope V elocity Time Conc. K X <br /> <br />---- <br />-- <br />-- <br />--- <br />--- <br />----- <br />-- <br />-- (ft) (%) <br />---------------=------------- <br />----------------------------- (fps) <br />-------- <br />--- <br />--- (hr) <br />--------- <br />------- (hr) <br />------- <br />----- (hr) <br />------------ <br />--- <br />---- <br />1 1 <br />1 <br />1 - <br />-a <br />3 365.00 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 8 100.00 30.00 16.43 0.00 0.039 <br />1 1 1 1 -1 8 10.11 15.00 11.62 0.00 0.000 0.436 <br />1 1 1 2 -a 5 175.00 17.14 4.14 0.01 <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 0.026 <br /> <br /> 2 1 -a 3 25.00 40.00 4.43 0.00 <br /> -b 7 80.00 12.50 7.12 0.00 0.004 <br />1 1 2 1 -1 3 197.80 37.84 4.31 0.01 <br /> -2 7 234.09 36.36 12.14 0.01 <br /> <br />---- <br />-- <br />---- -3 <br />----- 8 341.32 8.82 <br />--------------=------------- 8.91 <br />-------- 0.01 <br />--------- <br />------- 0.027 0.418 <br />------------ <br />---- <br />1 1 -- <br />2 ---- <br />2 ----- <br />-a ---------------------------- <br />3 160.00 35.00 -------- <br />4.14 --------- <br />0.01 ------- ------------ <br /> -b 7 185.00 37.84 12.38 0.00 <br /> -C 8 340.00 8.82 <br />i <br />i <br />i <br />i <br />i 8.91 0.01 0.025 <br /> i <br />I <br />i <br />i <br />I <br />i <br />i <br />I <br />I <br />