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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:\SCAD\DT\BYRON\RIVPOND User: bgw <br />Date: 10-26-1993 Time: 10:55:58 <br />RIVER POND, 25-YEAR 24-HOUR DISCHARGE THRU EMERGENCY SPILLWAY <br />Storm: 3.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------------- <br />------------------------------------------- <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J2, B1, S1 <br />POND SUMMARY <br />Drainage Area from J2, B1, S1, SWS(s)1: 0.1 acres <br />Total Contributing Drainage Area: 6.5 acres <br />SW$1: <br />SW#2: <br />Elev Stage Area Capacity <br />(ft) (ac) (ac-f t) <br />-------------- -- - - <br />7098.00 0.00 0.05 0.00 <br />Trickle Tube <br />Emergency Spillway <br />Discharge <br />(cfs) <br />0.00 <br />7098.50 0.50 0.11 0.04 0.00 <br />9.00 1.00 0.20 0.12 0.00 <br />9.50 1.50 0.27 0.23 0.00 <br />7100.00 2.00 0.35 0.39 0.00 <br />7100.50 2.50 0.41 .58 <br />7100.54 2.54 0.42 0.59 0.00 Stage of SW#1 <br />7101.00 3.00 0.48 0.80 1.33 <br />7101.48 3.48 0.47 1.04 3.81 Peak Stage <br />7101.50 3.50 0.52 1.05 3.94 <br />7102.00 4.00 0.57 1.32 7.39 <br />7102.50 4.50 0.61 1.62 11.49 <br />7103.00 5.00 0.65 1.93 15.99 <br />7103.50 5.50 1.17 2.38 18.90 <br />7104.00 6.00 1.85 3.13 20.89 <br />7104.50 6.50 1.90 4.07 22.70 Stage of SW#2 <br />7105.00 7.00 1.95 5.03 38.74 <br />7105.10 7.10 1.99 5.23 41.93 <br />7105.20 7.20 2.02 5.43 48.89 <br />7105.30 7.30 2.06 5.63 59.28 <br />7105.40 7.40 2.09 5.84 70.44 <br />7105.50 7.50 2.13 6.05 84.88 <br />7106.00 8.00 2.31 7.16 187.83 <br />******~* ************************~**~~**~***~**~~~****~***t~,t,t*************~***~ <br />U <br />~:= <br />