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File: J:\OOJOBS\D03-2166\SGOIMD2X 7/22/00, 7:54 :1OPM <br />• Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD\2166\SGOIMD2 User: WDP (Modified & revised <br />by TAC) <br />Date: 07-22-2000 Time: 19:46:48 <br />SEDPOND SG-1 <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />---------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distan ce Slope Velocity Time Conc. K X <br /> (f t) (%) (fps) (hr) (hr) (hr) <br /> <br />1 <br />1 <br />1 <br />1 <br />-a <br />7 <br />890. <br />00 - <br />5.00 <br />4.50 <br />0.05 <br />0 --- <br />.054 ------------ <br /> <br />1 <br />1 <br />2 <br />1 <br />-a <br />7 <br />180. _ <br />00 ____ <br />5.00 _ ___ <br />4.50 _ <br />D.O1 __ <br />0 ______ <br />.011 ____________ <br /> <br />1 <br />1 <br />3 <br />1 <br />-a <br />7 <br />290. <br />00 __ <br />5.00 _ _ <br />4.50 <br />0.02 _ <br />0 _____ <br />.017 ____________ <br />__ <br />• 1 __ <br />1 __ <br />4 ____ <br />1 ____ <br />-a ___________ <br />7 _______ <br />290. ___ <br />00 _______ <br />5.00 _________ <br />9.50 ________ <br />0.02 __ <br />0 ______ <br />.000 ____________ <br /> <br />2 <br />1 -- <br />1 -- <br />1 - <br />-a - <br />7 - -- <br />550. --- <br />00 ------- <br />9.00 --------- <br />4.03 ---- --- <br />0.04 -- <br />0 ------ <br />.037 ------------ <br /> <br />2 <br />1 <br />1 <br />2 <br />-a <br />3 <br />300. <br />00 <br />43.30 <br />9.61 <br />0.02 _ _ __________ <br /> -b 5 270. 00 81.50 9.03 0.01 <br /> -c 9 370. 00 8.11 25.63 0.00 0 .030 <br /> <br />2 <br />1 <br />1 <br />3 <br />-a <br />3 <br />300. <br />00 _ <br />80.D0 _ <br />6.26 <br />0.01 ____ ____________ <br /> -b 5 150. 00 63.30 7.96 0.01 <br /> -c 9 620. D0 7.26 24.25 0.01 0 .025 <br />2 1 3 1 -a 7 500. 00 12.00 6.97 0.02 0 .019 <br /> <br />2 <br />1 <br />4 <br />1 <br />-a <br />7 <br />290. <br />00 - --- <br />5.00 ---- <br />4.50 -- <br />0.02 -- <br />0 ------ <br />.000 ------------ <br />• <br />Page: 7 <br />