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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: WESTERN FUELS - COLORADO <br />Filename: C:\DATA\SEDCAD\AD07P24C User: ROSS L. GUBKA, P.E. <br />Date: 03-05-1998 Time: 10:50:20 <br />AS-BUILT 007 POND - 25R - 24HR EVENT, 1 - 18" WEEP HOLE @ 5644.5 <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />Jl, Bl, Sl <br />POND 007 <br />Drainage Area from J1, B1, Sl, SWS(s)1-4: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Riser Diameter (in) <br />Riser Height (ft) <br />Barrel Diameter (in) <br />~arrel Length (ft) <br />arrel Slope (o) <br />Manning's n of Pipe <br />Spillway Elevation <br />Perf. <br />Riser <br />----- -------- <br />42.0 <br />8.40 <br />42.0 <br />50.00 <br />1.00 <br />0.024 <br />5648.4 <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 <br />Siphon <br />Siphon <br />Manning <br />Siphon <br />Siphon <br />Crest Elevation <br />Tube Diameter (in) <br />Tube Length (ft) <br />~'s n of Siphon <br />Inlet Elevation <br />Outlet Elevation <br />Emergency Spillway Elevation <br />Crest Length (ft) <br />Z:1 (Left and Right) <br />Bottom Width (ft) <br />RESULTS: <br />Emergency <br />Spillway <br />5644.5 ---- <br />1 ---- <br />Sediment Permanent <br />Storage* Pool <br />(ac-ft) (ac-ft) <br />-------------------- <br />-------------------- <br />5649.4 <br />50.0 <br />2.0 2.0 <br />15.0 <br />513,9 acres <br />513.9 acres <br />Dead Sediment <br />Space Algorithm <br />(%) <br />------------------ <br />------------------ <br />