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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:\KEVIN\821\POND C1 User: K. Kammerzell <br />• Date: 06-17-1997 Time: 16:07:11 <br />Pond C Hydrology 25-Year, 24-Hour Storm Event <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />' Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J2, Bl, S1 <br />Watershed H <br />Drainage Area from J2, B1, S1, SWS(s)1: 1.8 acres <br />Total Contributing Drainage Area: 5.8 acres <br /> SW#1: Broad Crested Weir <br />Elev Stage Area Capacity Discharge <br /> <br />------- <br />------- (ft) <br />------- <br />------- (ac) <br />------- <br />- <br />-- (ac-ft) <br />---------- <br />- <br />- <br />------ (cfs) <br />------------------------------------------------ <br />------------------------------------------------ <br />6035.00 0.00 -- <br />- <br />- <br />0.03 - <br />- <br />0.00 0.00 <br />6036.00 1.00 0.03 0.03 0.00 <br />6037.00 2.00 0.03 0.0G 0.00 <br />6038.00 3.00 0.04 0.10 0.00 <br />6039.00 4.00 0.05 0.14 0.00 <br />F '0.00 5.00 0.05 0.19 0.00 <br />1.00 6.00 0.06 0.25 0.00 <br />42.00 7.00 0.07 0.31 0.00 <br />6043.00 8.00 0.07 0.38 0.00 <br />6043.50 8.50 0.08 0.42 0.00 Stage of SW#1 <br />6043.91 8.91 0.08 0.45 4.48 Peak Stage <br />6044.00 9.00 0.08 0.4G 5.46 <br />6045.00 10.00 0.09 0.54 26.36 <br /> <br />• <br />212 <br />