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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\POND2 User: C. A. Boudreau <br />Date: 11-10-1992 Time: 13:22:54 <br />Nucla Mine Pond 002 25 Year - 24 Hour Design Storm <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />LAST POND ONLY TABLE . <br />------------------------ <br />------------------------ <br />_ J1, B1, S1 <br />Pond 002 <br />Drainage Area from J1, B1, S1, SWS(s)1: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Riser Diameter (in) <br />Riser Height (ft) <br />B rrel Diameter (in) <br />arrel Length (ft) <br />arrel Slope ($) <br />Manning's n of Pipe <br />Spillway Elevation <br />Lowest Elevation of Holes <br /># of Holes/Elevation <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 (ftj <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 />Bottom Width (ft) <br />~D RESULTS: <br />Perf. <br />Riser <br />12.0 <br />6.00 <br />12.0 <br />75.00 <br />1.00 <br />0.024 <br />5702.2 <br />5694.3 <br />1 <br />Permanent <br />Pool <br />(ac-ft) <br />3.1 acres <br />3.1 acres <br />