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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\WFILL5 User: CWB <br />Date: 07-19-1997 Time: 12:01:55 <br />WEST SIDE OF FILL 5: D51 & D52 (100-YR), D55 (10-YR) <br />Stone: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac- ft) (cfs ) <br />---- <br />111 -------------- <br />1 ----- <br />2. --- <br />61 ----- <br />94 ---- <br />F ------ <br />0.032 ------- <br />0.000 -- <br />0 ---- <br />.000 ------ <br />0. - <br />0 ----- <br />0 --- <br />.49 ------- <br />5. --- <br />35 <br />111 2 0. 00 0 M 0.000 0.000 0 .000 0. 0 0 .00 0. 00 <br /> Type: Earthen Cha nnel Label: D 51: 100 YR <br />111 Structure 2. 61 0 .49 <br /> <br />111 <br />---- ------------ <br />Total IN/OUT <br />-------------- ----- <br />2. <br />----- ---- <br />61 <br />---- ---- <br /> <br />---- ---- <br /> <br />---- ------ <br /> <br />------ ------- <br /> <br />------- -- <br /> <br />-- ---- <br /> <br />---- ------ <br /> <br />------ -- <br /> <br />-- ---- <br />0 <br />---- --- <br />.49 <br />---- ------- <br />5. <br />------ --- <br />35 <br />--- <br />---- <br />121 -------------- <br />1 ----- <br />4. ---- <br />31 ---- <br />94 <br />F <br />0.038 ----- <br />0.000 -- <br />0 ---- <br />.000 ------ <br />0. -- <br />0 ---- <br />0 ---- <br />.81 ------ <br />8. --- <br />86 <br /> Type: Earthen Cha nnel Label: D rs}A: 10 YR <br /> Structure 4. 31 D`~1 0 .81 <br />- <br />121 <br />---- - <br />Total IN/OUT <br />-------------- <br />4. <br />----- -- <br />31 <br />---- ---- <br /> <br />---- ---- <br /> <br />---- ------- <br /> <br />------- ------ <br /> <br />------ -- <br /> <br />-- - <br /> <br />---- ------ <br /> <br />------ -- <br /> <br />-- --- <br />0 <br />---- ---- <br />.81 <br />---- ------ <br />8. <br />------ --- <br />86 <br />--- <br />---- <br />211 -------------- <br />1 ----- <br />28. ---- <br />98 ---- <br />94 ---- <br />F ------- <br />0.180 ------ <br />0.018 -- <br />0 ---- <br />.444 ------ <br />0. -- <br />0 ---- <br />5 ---- <br />.44 ------ <br />58. --- <br />75 <br />211 2 4. 00 94 F 0.051 0.000 0 .000 0. 0 0 .75 8. 22 <br />211 3 1. 91 94 F 0.050 0.000 0 .000 0. 0 0 .36 3. 92 <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 nnel Label: D 52:1 00 YR <br />211 Structure 34. 89 7 .85 <br />---- <br />211 -------------- <br />Total IN/OUT ----- <br />41. ---- <br />81 ---- ---- ------- ------ -- ---- ------ -- ---- <br />7 ---- <br />.85 ------ <br />85. --- <br />10 <br />---- <br />111 <br />---- -------------- <br />to 211 Routing <br />-------------- ----- <br /> <br />----- ---- <br /> <br />---- ---- <br /> <br />---- ---- <br /> <br />---- ------- <br /> <br />------- ------ <br />0.019 <br />------ -- <br />0 <br />-- ---- <br />.443 <br />---- ------ <br /> <br />------ -- <br /> <br />-- ---- <br /> <br />---- ---- <br /> <br />---- ------ <br /> <br />------ --- <br /> <br />--- <br />s <br />