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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SCAD3\CWB\WFILLS User: CWB <br />Date: 07-19-1997 Time: 12:01:56 <br />WEST SIDE OF FILL 5: D51 & D52 (100-YR), D55 (10-YR) <br />Storm: 4.20 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discha rge <br /> <br />---- <br />-------------- (ac) <br />------- <br />------ <br />---- ( <br />-- hrs) <br />---- (hrs) <br />------- <br />------ (cfs) <br />------ <br />-- (ac-ft) <br />-------- (cfs <br />------ ) <br />--- <br />---- <br />111 -------------- <br />1 ----- <br />2. -- <br />61 ------ <br />94 ---- <br />F -- <br />0 ---- <br />.032 ---- <br />0. --- <br />000 ------ <br />0.000 ------ <br />0. -- <br />0 -------- <br />0.76 ------ <br />8. --- <br />04 <br />111 2 0. 00 0 M 0 .000 0. 000 0.000 0. 0 0.00 0. 00 <br /> Type: E arthen Cha nn el Label: D51: 100 YR <br />111 Structure 2. 61 0.76 <br />---- <br />111 -------------- <br />Total IN/OUT ----- <br />2. -- <br />61 ------ <br /> <br />---- ---- <br /> <br />---- -- <br /> <br />-- ----- <br /> <br />----- --- <br /> <br />--- --- <br /> <br />--- ------ <br /> <br />------ ------ <br /> <br />------ -- <br /> <br />-- -------- <br />0.76 <br />-------- ------ <br />8. <br />------ --- <br />04 <br />--- <br />---- <br />---- <br />121 -------------- <br />-------------- <br />1 ----- <br />----- <br />4. -- <br />-- <br />31 -- <br />------ <br />94 ---- <br />F -- <br />0 ----- <br />.038 --- <br />0. --- <br />000 ------ <br />0.000 ------ <br />0. -- <br />0 -------- <br />1.27 ------ <br />13. --- <br />30 <br /> Type: E arthen Cha nn el Label: BB3A: 10 YR <br /> Structure 4. 31 ~ <br />' 1 <br />?? <br /> <br />121 <br />Total IN/OUT <br />4. <br />31 ------ ---- -- ----- --- --- -- <br />- <br />-- ------ -- --- <br />- <br />- <br />1.27 - <br />13. <br />30 <br />____ <br /> <br />211 ---- <br />-------------- <br />1 <br />----- <br />28. <br />-- <br />98 <br />------ <br />94 <br />---- <br />F <br />-- <br />0 <br />----- <br />.180 --- <br /> <br />0. --- <br /> <br />018 <br />------ <br />0.444 <br />------ <br />0. <br />-- <br />0 <br />-------- <br />8.50 <br />------ <br />89. <br />--- <br />22 <br />211 2 4. 00 94 F 0 .051 0. 000 0.000 0. 0 1.17 12. 35 <br />211 3 1. 91 94 F 0 .050 0. 000 0.000 0. 0 0.56 5. 89 <br />211 4 0. 00 0 M 0 .000 0. 000 0.000 0. 0 0.00 0. 00 <br />211 5 0. 00 0 M 0 .000 0. 000 0.000 0. 0 0.00 0. 00 <br />211 6 0. 00 0 M 0 .000 0. 000 0.000 0. 0 0.00 0. 00 <br />211 7 0. 00 0 M 0 .000 0. 000 0.000 0. 0 0.00 0. 00 <br />211 8 0. 00 0 M 0 .000 0. 000 0.000 0. 0 0.00 0. 00 <br />211 9 0. 00 0 M 0 .000 0. 000 0.000 0. 0 0.00 0. 00 <br /> Type : Riprap Cha nn el Label: D52:1 00 YR <br />211 Structure 34. 89 <br />- <br />------ <br />-- 12.27 <br />-------- <br />------ <br />--- <br />---- <br />211 -------------- <br />Total IN/OUT ----- <br />41. -- <br />81 ------ ---- -- ----- --- --- ----- 12.27 128. 80 <br />---- <br />111 -------------- <br />to 211 Routing ----- -- ------ ---- -- ----- ------ <br />0.019 ------ <br />0.443 ------ -- -------- ------ --- <br />• <br />