Laserfiche WebLink
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\KN\PONDISED User: CWB <br />Date: 1i-28-1994 Time: 15:36:22 <br />CANADIAN STRIP, POND 001 <br />Storm: 1.40 inches, 5 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 001 <br />Drainage Area from J2, B1, S1, SWS(s)1: 2.3 acres <br />Total Contributing Drainage Area: 100.3 acres <br />SW#1: Drop Inlet <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br />(ft) (ac) (ac-ft) (cfs) <br />---------------------- -------- --------- ---- <br />8194.00 0.00 0.06 0.00 <br />8196.00 2.00 0.66 0.64 <br />6.21 0.00 0.73 0.79 0.00 Top of Sediment Storage (0 Stage) <br />7.00 0.79 1.01 0.68 0.00 <br />8 98.00 1.79 1.43 1.90 0.00 <br />8199.00 2.79 1.82 3.52 0.00 Stage of SW#1 <br />8199.59 3.38 1.85 4.73 5.05 Peak Stage <br />8200.00 3.79 2.26 5.55 8.51 Stage of SW#2 <br />8200.51 4.30 2.40 6.75 23.89 <br />8200.61 4.40 2.43 6.99 26.90 <br />8200.71 4.50 2.46 7.24 31.96 <br />8200.81 4.60 2.49 7.48 38.83 <br />8200.91 4.70 2.52 7.73 45.61 <br />8201.00 4.79 2.54 7.96 53.69 <br />8201.41 5.20 2.66 9.03 90.51 <br />8201.91 5.70 2.81 10.40 151.37 <br />8202.00 5.79 2.84 10.65 165.42 <br />*~*~,r*****************#*************************************~~*******t********* <br />C <br />