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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: ACZ, INC. <br />Filename: C:\KEVZN\821\REFUSE User: K. Kammerzell <br />Date: 06-17-1997 Time: 14:30:42 <br />East Refuse Pile - Permanent Diversion <br />Storm: 2.80 inches, 100 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 Volume Discharge <br /> <br />--- <br />--- <br />---------------- <br />----------------- (ac) <br />-------- <br />------- <br />-------- <br />-------- (hrs) <br />------ <br />------- (hrs) <br />------- <br />------ <br />------ <br />------ (cfs) <br />------- <br />------- (ac-f t) <br />-------- <br />-------- (cfs) <br />---------- <br />---------- <br />111 1 28.00 57 M 0.171 0.000 0.000 0.0 0.44 1.80 <br /> Type: Null Label: Upper Ditch 1 <br />111 <br />--- Structure <br />--------- <br />------- 28.00 <br />------- <br />-------- <br />------- <br />------ <br />------ <br />------- 0.44 <br />-------- <br />---------- <br />111 <br />--- - <br />Total IN/OUT <br />----------------- 28.00 <br />------- <br />-------- <br />------- <br />------ <br />------ <br />-------- 0.44 <br />-------- 1.80 <br />--------- <br />--- <br />112 ----------------- <br />1 ------- <br />1.80 -------- <br />57 M ------- <br />0.018 ------ <br />0.065 ------ <br />0.322 -------- <br />0.0 -------- <br />0.03 --------- <br />0.23 <br />112 2 1.90 90 F 0.065 0.000 0.000 0.0 0.29 3.35 <br /> Type: Null Label: Lower Ditch 1 <br />~'~ Structure 3_70 0_75 <br />------- <br />~2 ----------------- <br />Total IN/OUT - <br />-- <br />31.70 ---- <br />---- ------- ------ ------ -------- --- <br />- <br />0.75 -- <br />3.81 <br />^vf___________________ _______ ________ _______ _____ <br />111 <br />--- <br />--- to 112 Routing <br />----------------- <br />----------------- <br />------- <br />------- <br />-------- <br />-------- <br />------- <br />------- 0.075 <br />------ <br />------ 0.313 <br />------ <br />------ <br />-------- <br />-------- <br />-------- <br />-------- <br />--------- <br />--------- <br /> <br />278 <br />