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File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7:54 :10 PM <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: 19:47:50 <br />SEDPOND SG-1 <br />Storm: 2.80 inches, 100 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 q Condition Distan ce Slope Velocity Time Conc. K X <br /> (f t) (8) (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 />9.50 _ <br />0.01 <br />0 <br />.011 _______ <br />__ <br />1 __ <br />1 __ <br />3 ____ <br />1 ____ <br />-a <br />_ ___________ <br />7 <br />___________ _______ <br />290. <br />_______ ___ <br />00 <br />_ <br />_ _______ <br />5.00 <br />_______ _______ <br />4.50 <br />_________ <br />0.02 <br />________ <br />0 <br />__ <br />.017 <br />______ <br /> <br />____________ <br />__ <br />__ <br />• 1 __ <br />__ <br />1 __ <br />__ <br />4 ____ <br />____ <br />1 _ <br />__ <br />____ <br />a ___________ <br />? _______ <br />290. _ <br />___ <br />00 _______ <br />5 <br />00 _________ <br />50 <br />4 ________ <br />0=02.. __ <br />.0 ______ <br />.000__ ____________ <br />_____ <br />___ <br />. <br />2 . <br />1 . <br />1 == <br />. <br />1 = <br />== <br />-a ==-__ <br />___.. <br />7 .== <br />550. = <br />00 === <br />. <br />4.00 == <br />... <br />. <br />4.03 == <br />0.04 0 .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 <br />__________ 370. <br />______ 00 <br />_ 6.11 <br />_ <br />_____ 25.63 <br />_________ 0.00 <br />________ 0 <br />__ .030 <br />______ <br />____________ <br />__ <br />__ <br />2 __ <br />__ <br />1 __ <br />__ <br />1 ____ <br />____ <br />3 ____ <br />____ <br />-a _ <br />_______ <br />3 _ <br />_____ _ <br />300. __ <br />___ <br />00 _ <br />_______ <br />80.00 _ <br />6.26 <br />0.01 <br /> -b 5 150. 00 63.30 7.96 0.01 <br /> -c 9 620. 00 7.26 24.25 0.01 0 .025 <br />__ <br />2 __ <br />1 __ <br />3 ____ <br />1 ____ <br />-a ________ __ <br />7 _______ <br />500. ___ <br />00 _______ <br />12.00 <br />6.97 <br />0.02 <br />0 <br />.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 />Page: 39 <br />