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File: J:\OOJOBS\003-2166\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: 19:47:19 <br />SEDPOND SG-1 <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />____________________________________________ <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> (ft) (4) (fps) (hr) (hr) (hr) <br />-- <br />1 - <br />1 --- <br />1 -- <br />1 -- <br />-a ---------- <br />7 - - <br />890. --- <br />00 ----- <br />5. -- <br />00 --- <br />4.50 - <br />0.05 <br />0 -- <br />.054 ---------- <br />1 1 2 1 -a 7 180. 00 5. 00 4.50 0.01 0 .011 <br />__ <br />1 _ <br />1 ___ <br />3 __ <br />1 ___ <br />-a ___ ___ <br />7 _ _ <br />290. ___ <br />00 _____ <br />5. __ <br />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. __ <br />00 ___ <br />4.50 <br />0.02 <br />0 <br />.000 ________ <br />__ <br />2 <br />__ _ <br />1 <br />__ ___ <br />1 <br />__ __ <br />1 <br />____ <br />-a <br />____ _ <br />7 <br />___________ _ <br />550. <br />_______ __ <br />00 <br />___ _____ <br />4. <br />_____ __ <br />00 <br />__ ___ <br />4.03 <br />_________ <br />0.04 <br />________ <br />O <br />__ <br />.D37 <br />______ __________ <br /> <br />____________ <br />__ <br />2 __ <br />1 __ <br />1 ____ <br />2 ____ <br />-a ___________ <br />3 _______ <br />300. ___ <br />00 _____ <br />43. __ <br />30 _________ <br />4.61 ________ <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. __ <br />00 ___ <br />6.26 <br />0.01 _____ <br /> -b 5 150. 00 63. 30 7.96 0.01 <br /> <br />__ <br />_ <br />__ -c <br />____ 9 <br />___________ 620. <br />_______ 00 <br />___ 7. <br />_ 26 24.25 <br />_______ 0.01 <br />________ 0 <br />__ .025 <br />______ <br />____________ <br />__ <br />2 <br />-- _ <br />__ <br />1 <br />-- __ <br />__ <br />3 <br />-- __ <br />____ <br />1 <br />---- ____ <br />-a <br />---- ___________ <br />7 <br />----------- _______ <br />500. <br />------- ___ <br />00 <br />--- ____ <br />_____ <br />12. <br />----- __ <br />__ <br />00 <br />-- __ <br />_________ <br />6.97 <br />--------- ________ <br />0.02 <br />-------- __ <br />0 <br />-- ______ <br />.019 <br />------ ____________ <br /> <br />------------ <br />-- <br />2 <br />__ <br />__ -- <br />1 <br />__ <br />__ -- <br />4 <br />__ <br />__ ---- <br />1 <br />____ <br />____ ---- <br />-a <br />____ <br />____ ----------- <br />7 <br />___________ <br />___________ ------- <br />290. <br />_______ <br />_______ --- <br />00 <br />___ <br />___ ----- <br />5. <br />_____ <br />_____ -- <br />00 <br />__ <br />__ --------- <br />4.50 <br />_________ <br />_________ -------- <br />0.02 <br />________ <br />________ -- <br />0 <br />__ <br />__ ------ <br />.000 <br />______ <br />______ ------------ <br />' <br />____________ <br />____________ <br />• Page: 23 <br />