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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\NUCLA\POND4 User: C. A. Boudreau <br />Date: 11-10-1992 Time: 13:22:48 <br />Nucla Mine Pond 004 25 Year - 24 Hour Design Storm <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: o.l hr <br />------------------------ <br />------------------------ <br />LAST POND ONLY TABLE <br />J1, B1, S1 <br />Pond 004 <br />Drainage Area from J1, B1, S1, SWS(s)1: 6.3 acres <br />Total Contributing Drainage Area: 6.3 acres <br />OPTIONS: <br />Perf. <br />Riser <br />------------------------------------------------------------------------------- <br />Riser Diameter (in) 12.0 <br />Riser Height (ft) 5.00 <br />rel Diameter (in) 12.0 <br />~arrel Length (ft) 70.00 <br />arrel Slope ($) 4.00 <br />Manning's n of Pipe 0.024 <br />Spillway Elevation 5667.1 <br />Lowest Elevation of Holes 5656.7 <br /># of Holes/Elevation 1 <br />Entrance Loss Coefficient ---- <br />Tailwater Depth (ft) ---- <br />Notch Angle (degrees) ---- <br />Weir Width (ft) ---- <br />Siphon Crest Elevation ---- <br />Siphon Tube Diameter (in) ---- <br />Siphon Tube Length (ft) ---- <br />Manning's n of Siphon ---- <br />Siphon Inlet Elevation ---- <br />Siphon outlet Elevation ---- <br />Emergency Spillway Elevation ---- <br />Crest Length (ft) ---- <br />Z:1 (Left and Right) -- -- <br />B ttom Width (ft) ---- <br />~D RESULTS: _ <br />Permanent <br />Pool <br />(ac-ft) <br />