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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\WELK\MB-SA User: C.W. BEGEJ <br />Date: 10-07-1993 Time: 09:38:23 <br />POND MB-5 <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J2, B1, S1 <br />POND MB-5 <br />Drainage Area from J2, Bl, S1, SWS(s)1: 0.3 acres <br />Total Contributing Drainage Area: 15.8 acres <br /> <br /> <br />Elev <br /> <br />Stage <br />(ft) <br /> <br />Area <br />(ac) SW~1: <br />SW#2: <br />Capacity <br />(ac-ft) Trickle Tube <br />Emergency Spillway <br />Discharge <br />(cfs) <br />6039.00 0.00 0.02 0.00 <br />6039.50 0.50 0.05 0.02 <br />6039.56 0.00 0.05 0.02 0.00 Top of Sediment Storage (0 Stag <br /> <br />6040.00 <br />0.44 <br />0.08 <br />0.03 <br />0.00 e <br />6040.50 0.94 0.09 0.07 0.00 <br />6041.00 1.44 0.11 0.12 0.00 <br />6041.50 1.94 0.12 0.18 0.00 <br />6042.00 2.44 0.13 0.24 0.00 <br />6042.50 2.94 0.14 0.31 0.00 <br />6043.00 3.44 0.15 0.38 0.00 Stage of SW#1 <br />6043.50 3.94 0.16 0.46 0.62 <br />6044.00 4.44 0.17 0.54 1.19 <br />6044.50 4.94 0.18 0.63 1.69 <br />6044.59 5.04 0.19 0.65 1.76 Peak Stage <br />6045.00 5.44 0.20 0.73 2.07 <br />6045.50 5.94 0.21 0.83 2.25 <br />6046.00 6.44 0.23 0.94 2.43 <br />6046.40 6.84 0.25 1.04 2.57 Stage of SW$2 <br />6046.50 6.94 0.25 1.06 4.79 <br />6046.96 7.40 0.27 1.18 14.88 <br />6047.00 7.44 0.27 1.19 15.85 <br />6047.06 7.50 0.27 1.21 15.87 <br />6047.16 7.60 0.28 1.23 20.14 <br />6047.26 7.70 0.28 1.26 25.30 <br />6047.36 7.80 0.28 1.29 30.76 <br />6047.50 7.94 0.29 1.33 43.31 <br />6047.86 8.30 0.30 1.44 66.70 <br />6048.00 8.44 0.31 1.48 84.85 <br /> <br />