Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />Filename: J:\891\SEDCAD\STREETER User: K. Kammerzell <br />Date: 10-14-1998 Time: 11:00:15 <br />Streeter Pond (4/97 Post-Mining Topography) <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 />------------------------------------------- <br />------------------------------------------- <br />J4, B1, S1 <br />Streeter Pond <br />Drainage Area from J4, B1, S1, SWS(s)1-2: 32.3 acres <br />Total Contributing Drainage Area: 1207.8 acres <br />SW#1: Perforated Riser <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> <br />--- (ft) <br />--- (ac) (ac-ft) (cfs) <br />-------- <br />6579.00 --- <br />0.00 ------- <br />0.14 ----------- <br />0.00 ------------ --------------------------- <br />6581.00 2.00 0.55 0.75 <br />6581.11 0.00 0.57 0.80 0.00 Top of Sediment Storage (0 Stage) <br />6582.00 0.89 0.74 0.58 0.00 <br />90 1.79 1.09 1.40 0.00 Low Orifice of SW#1 <br />.96 1.85 1.11 1.46 0.15 <br />6583.00 1.89 1.12 1.51 0.27 <br />6584.00 2.89 1.50 2.81 0.88 <br />6585.00 3.89 1.69 4.40 1.22 Stage of SW#1 <br />6586.00 4.89 1.85 6.17 3.78 <br />6587.00 5.89 2.16 8.18 5.35 <br />6588.00 6.89 2.21 10.36 6.55 Stage of SW#2 <br />6588.61 7.50 2.29 11.73 24.09 <br />6588.71 7.60 2.30 11.95 26.98 <br />6588.81 7.70 2.32 12.19 33.26 <br />6588.87 7.77 2.32 12.34 37.62 Peak Stage <br />6588.91 7.80 2.33 12.42 39.73 <br />6589.00 7.89 2.34 12.64 46.67 <br />6589.41 8.30 2.39 13.60 85.29 <br />6589.91 8.80 2.46 14.81 141.40 <br />6590.00 8.89 2.47 15.04 153.73 <br />6590.41 9.30 2.53 16.06 207.88 <br />6590.91 9.80 2.59 17.34 289.27 <br />6591.00 9.89 2.60 17.58 307.12 <br /> <br />• <br />