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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:\SEDCAD3\LOR\WFILL4 User: CWB <br />Date: 07-23-1997 Time: 08:51:28 <br />W SIDE OF FILL 4: D43 & 44 (100 YR STORM) AND D45 (10 YR STORM) <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <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 /> <br />--- <br />- <br />----------------- <br />- <br />---- <br />------ (ac) <br />-------- <br />-------- <br />--- <br />--- <br />----- <br />----- (hrs) <br />------ <br />------ (hrs) <br />------- <br />------- <br />----- <br />----- (cfs) <br />-------- <br />--- <br />--- (ac-ft) <br />------- <br />-- <br />-- (cfs) <br />---------- <br />- <br />-- <br />111 --- <br />--- <br />1 <br />0.91 <br />94 <br />F <br />0.006 <br />0.000 <br />0.000 -- <br />0.0 --- <br />0.17 --------- <br />1.87 <br /> Type: Earthen Channel Lab el: D43: 100 YR STORM <br />111 Structure <br />-- <br />--- 0.91 <br />---- <br />- <br />--- <br />--- <br />------ <br />------- <br />-- <br />-- <br />---- <br />-- 0.17 <br />-- <br />- <br />- <br />--- <br />111 <br />--- ------ <br />---- <br />-- <br />Total IN/OUT <br />----------------- - <br />-- <br />0.91 <br />-------- <br /> <br />--- -- <br /> <br />----- <br /> <br />------ <br /> <br />------- - <br /> <br />----- -- <br /> <br />-------- ---- <br />0.17 <br />------- --------- <br />1.87 <br />---------- <br />--- <br />211 ----------------- <br />1 -------- <br />4.44 --- <br />94 ----- <br />F ------ <br />0.061 ------- <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.83 --------- <br />9.11 <br />211 2 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br />211 3 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br />211 4 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.0 <br /> <br />Type: <br />Earthen <br />Channel <br />Lab <br />el: D45: 10 YR STORM ~ <br />211 Structure <br />- <br />-- 4.44 <br />--- <br />--- <br />-- <br />-- <br />-- <br />- <br />-- 1.00 <br />--- <br />211 ------- <br />----- <br />-- <br />Total IN/OUT -- <br />--- <br />5.35 --- ---- ---- --- -------- ------- <br />1.00 ---------- <br />10.98 <br />111 to 211 Routing 0.010 0.443 <br />212 1 17.59 94 F 0.219 0.012 0.441 0.0 3.30 34.23 <br />212 2 1.78 94 F 0.028 0.000 0.000 0.0 0.34 3.67 <br />212 3 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br />212 4 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br /> Type: Riprap Ch annel Lab el: D44:100 YR STORM <br />212 <br />- Struct <br />- <br />- ure 19.37 <br />--- <br />- <br />--- <br />- <br />-- <br />- <br />-- <br />- <br />-- <br />-- <br />-- <br />-- <br />- <br />---- 4.64 <br />----- <br />-- <br />--- <br />212 <br />---- ---- <br />Total <br />------ ---- <br />--- <br />--- <br />IN/OUT 24.72 <br />------------------ - <br /> <br />--- ---- <br /> <br />----- --- <br /> <br />------ --- <br /> <br />------- --- <br /> <br />-------- --- <br /> <br />------- -- <br />4.64 <br />------- ---- <br />-- <br />46.83 <br />-------- <br />---- <br />211 ------ <br />to 212 ------------------ <br />Routing --- ----- ------ ------- <br />0.000 -------- <br />0.000 ------- ------- -------- <br />311 1 <br />311 Structure <br />----------------- <br />311 Total IN/OUT <br />0.00 0 M 0.000 0.000 0.000 <br />Type: Null Label: NULL <br />0.00 <br />24.72 <br />0.0 0.00 0.00 <br />212 to 311 Routing <br />0.000 0.000 <br />4.64 <br />------------------- <br />4.64 46.83 <br />312 1 0.00 0 M 0.000 0.000 0.000 <br />Type: Null Label: NULL <br />312 Structure 0.00 <br />-------------------------------------------- <br />0.0 0.00 0. <br />4.64 <br />---------------- <br />