Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reser•red. <br />Company Name: ACZ, INC. , <br />Filename: C:\KC&~TWENTY User: K. Kammerzell <br />Date: 08-29-1994 Time: 10:03:13 <br />Pond E Watershed and Sediment Transport Modelling <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph.Convolution Interval: 0.1 hr <br />3 ~ -J~ 3 <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J2, B1, S1 <br />Direct Runoff <br />Drainage Area from J2, B1, S1, SWS(s)1: 11.3 acres <br />Total Contributing Drainage Area: 32.6 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 />6842.00 0.00 0.36 0.00 <br />6842.00 0.00 0.36 0.00 <br />~ .00 0.00 0.51 0.43 0.00 Top of Sediment Storage (0 Stage) <br />+s.00 0.00 0.51 0.00 0.00 Stage of SW#1 <br />844.00 1.00 0.69 0.60 0.34 <br />6845.00 2.00 0.92 1.40 0.41 <br />6845.50 2.50 1.06 1.92 0.43 Peak Stage <br />6846.00 3.00 1.18 2.45 0.46 Stage of SW#2 <br />6846.50 3.50 1.30 3.07 5.49 <br />6846.60 3.60 1.33 3.20 6.49 <br />6846.70 3.70 1.35 3.33 8.62 <br />6846.80 3.80 1.38 3.47 11.02 <br />6846.90 3.90 1.40 3.61 13.70 <br />6847.00 4.00 1.43 3.75 16.34 <br />6847.40 4.40 1.54 ' 4.35 31.50 - - <br />6847.90 4.90 1.67 5.15 56.61 <br />6848.00 5.00 1.70 5.31 62.52 <br />ttatttt ttrtttt+tttttttttttttet* tttttttttttt tttttttttttt~tetttetr+tttttttttttt+ <br />~~ <br />TAB 5.1, PG 6 <br />11/1/99 <br />PermitRenevJalNo.3 FORMERLY Ex 8-73 <br />