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1. <br />Civil Software Design -- SEDCAD+ Version 3 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Company Nay <br />Filename: A:\OV\9A-P1A <br />• Date: <br />Storm: 2.20 inches, 100 <br />Hydrograph <br />ne: Cyprus Empire <br />03-20-1992 Time: <br />POND 9A-P1 <br />year-24 hour, SCS <br />Convolution Inter <br />Corporation <br />User: TKJ <br />14:00:18 <br />Type II <br />ral: 0.1 hr <br />----------------------------- <br />----------------------------- <br />ELEVATION-DISCHARGE TABLE <br />J1, B1, S1 <br />POND 9A-P1 <br />Drainage Area from J1, B1, S1, SWS(s)1: 81.0 acres <br />Total Contributing Drainage Area: 81.0 acres <br />Trickle Emergency Total <br />Tube Spillway Discharge <br />Elevation (cfs) (cfs) (cfs) <br />6155.16 0.0 0.0 0.0 <br />6155.50 0.0 0.0 0.0 <br />6156.00 0.0 0.0 0.0 <br />6156.50 0.0 0.0 0.0 <br />6157.00 0.0 0.0 0.0 <br />57.5d 0.0 0.0 0.0 <br />~ <br />58.00 0.0 0.0 0.0 <br />158.50 0.0 0.0 0.0 <br />6159.00 0.0 0.0 0.0 <br />6159.50 0.0 0.0 0.0 <br />6160.00 0.0 0.0 0.0 <br />6160.50 0.0 0.0 0.0 <br />6161.00 0.0 0.0 0.0 <br />6161.50 2.2 0.0 2.2 <br />6162.00 2.5 0.0 2.5 <br />6162.50 2.7 0.0 2.7 <br />6163.00 3.0 0.0 3.0 <br />6163.50 3.3 0.0 3.3 <br />6164.00 3.7 0.0 3.7 <br />6164.50 4.0 10.1 14.1 <br />6164.66 4.1 13.3 17.5 <br />6164.76 4.2 15.3 19.5 <br />6164.86 4.2 20.3 24.5 <br />6164.96 4.3 25.5 29.8 <br />6165.00 4.3 31.1 35.4 <br />6165.46 4.6 63.3 67.9 <br />6165.50 4.6 72.8 77.4 <br />*****,t*~*****~,e*t*** *****~*****x****t*******~****** ************~~****~***,t~~*** <br /> <br />