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File: J:\OOJOBS\003-2166\MB2 RE'X 7/21/00, 1:31:OOPM <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\MB2RE' User: BILL PATTERSON <br />(modified by T. Cazie r) <br />Date: 07-21-2000 Time: 13:26:59 <br />MH2R-12/11/97 (revised 10/3/99) <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />_____________________________________________ <br />_____________________________________________ <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volu me Discharge <br /> (ac) ( hrs) (hrs) (cfs) (ac- ft) (cfs) <br />--- <br />111 ------- <br />1 --------- ---- <br />0. --- <br />56 ----- <br />72 <br />M <br />0 <br />.020 <br />0 - <br />.000 - <br />0 ---- <br />.000 ------- <br />0.0 -- - <br />0 - <br />.02 <br />0.27 <br />111 2 0. 20 72 M 0 .019 0 .000 0 .000 0.0 0 .01 0.09 <br />111 3 4. 36 72 M 0 .065 0 .000 0 .000 0.0 0 .16 2.07 <br />111 4 0. 00 0 M 0 .000 0 .000 0 .000 0.0 0 .00 0.00 <br />111 <br />• 5 0. 00 0 M 0 .000 0 .000 0 .000 0.0 0 .00 0.00 <br /> Type: Null La b el: D2-BAA,BCC,8C, 8B <br />111 Struct ure 5. 12 0 .18 <br />____ <br />111 ______ <br />Total <br />_ <br />___ __________ <br />IN/OUT <br />____ <br />_____ ___ <br />5. <br />___ ___ <br />12 <br />___ _____ <br /> <br />_____ _____ <br /> <br />_____ _ <br /> <br />_ ____ <br /> <br />____ ____ <br /> <br />____ ___ <br /> <br />___ __ <br /> <br />__ _____ <br /> <br />_____ _______ <br /> <br />_______ ____ <br />0 <br />____ ____ <br />.18 <br />____ _________ <br />2.43 <br />_________ <br />____ <br />____ <br />112 _ <br />_ <br />______ <br />1 _ <br />__________ ___ <br />3. ___ <br />40 _____ <br />72 _____ <br />M _ <br />0 ____ <br />.053 ____ <br />0. ___ <br />000 __ <br />0 _____ <br />.000 _______ <br />0.0 ____ <br />0 ____ <br />.12 _________ <br />1.61 <br />112 2 0. 00 0 M 0 .000 0. 000 0 .000 0.0 0 .00 0.00 <br />112 3 0. 00 0 M 0 .000 0. 000 0 .000 0.0 0 .00 0.00 <br /> Type: Null Label: D2-B,BA <br />112 Struct ure 3. 40 0 .30 <br />____ <br />112 ______ <br />Total __________ <br />IN/OUT ___ <br />8. ___ <br />52 _____ _____ _ ____ ____ ____ __ ____ _______ ____ <br />0 ____ <br />.30 _________ <br />4.04 <br />---- <br />111 ------ <br />to 112 ---------- <br />Routing --- --- --- <br />0. - <br />005 <br />0. ---- <br />470 - ----- -- - - <br />113 1 0. 83 85 F 0 .026 0. 000 0. 000 0.0 0 .07 0.90 <br /> Type: Null Label: D2- 7C <br />113 Struct ure 0. 83 0 .37 <br />____ <br />113 ______ <br />Total __________ <br />IN/OUT ___ <br />9. ___ <br />35 _____ _____ _ ____ ____ ____ __ ____ _______ ____ <br />0 ____ <br />.37 _________ <br />4.94 <br />112 to 113 Routing <br />_ <br />_ <br />_ <br />_ <br />_ <br />___ <br />_ <br />_ <br />_ <br />____ 0. <br />____ 009 <br />__ <br />__ 0. <br />__ 457 <br />__ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />__ <br />____ <br />__ <br />__ <br />_________ <br />________ <br />114 ____________ <br />1 ____________________ ______ <br />0. _ <br />___ <br />60* ____ <br />_ <br />_ <br />86 _ <br />__ <br />F 0 .017 0. _ <br />_ <br />000 0. _ <br />_ <br />_ <br />481 _ <br />_ <br />_ <br />_ <br />_ <br />0.0 _ <br />0.05 0.68 <br />Page: 33 <br />