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FAR G~c-vLRTc 93 Aw0 ~i4 (I`'iR-4~` <br />Civil Software Design -- SEDCAD+ version 3 <br />Copyright (C) 1937-1990. Pamela J. Schwab. All rights reserved. <br />• Company Name: <br />Filename: A:\D6A <br />Date: <br />10 YR 24 H: <br />Storm: 2.90 inches, 10 <br />Hydrograph <br />Greystone Development Consultants <br />User: C A BOUDREAU <br />01-14-1992 Tame: 13:35:27 <br />2 DITCH D6A HYDRO ONLY <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />ev-vmoe===~eoeas=vc ~e==-_mcr-----=v=n=aa=== <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> ease- Runoff Peak <br />,785 SWS Area CN UHS Tc X X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-f t) (cfs) <br />-_-_---_-_o~o__~ _-~-~~o=- _=__ ~=a...~-~e==-~e=-.o- __--_~- <br />111 1 3.98 90 M 0.063 0.000 0.000 0.0 0.63 7.34 <br /> Type: Null Label: At Culvert <br />111 Structure 3.98 0.63 <br />111 Total IN/OUT 3.98 0.63 7.34 <br />•. ` <br />Civil Software Design -- SEDCAD+ Version 3 <br />Copyright (C) 1987-1990. Pamela J, Schwab. All rights reserved. <br />Company Name: <br />Filename: A:\D6A <br />Date: <br />10YR24H <br />Storm: 2.90 inches, l0 <br />Hydrograph <br />Greystone Development Consultants <br />User: C A BOUDREAU <br />O1-14-1992 Time: 13:35:27 <br />2 DITCH D6A HYDRO ONLY <br />year-24 hour, SCS Type Ii <br />Convolution Interval: 0.1 hr <br />---°______-~______-_ '-~~_____~~=~==3 <br />DETAILED SUBWATERSHED INPUT/OUTPUT TAHLE <br />Seq. Land Flow Segment Time Muskingum <br />' B S`SWS ~ Condition Distance Slope Velocity Time Conc. K X <br />(ft) (8j (fps) (hr) (hr) (hr) <br />- ----------------- ------ <br />1 1 1 -a 5 500.00 4.80 2.19 0.06 0.063 <br />3 r <br />• <br /> <br />/h 2- ~/ U <br />C.evised 1-18-92 <br />