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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 <br />Filename: C:\DATA\SEDCAD\AD07P24C <br />Date: 03-OS-1998 Time: <br />AS-BUILT 007 POND - 25R - 24HR EVENT, 1 <br />Storm: 2.40 inches, 25 year-24 hour, SCS <br />Hydrograph Convolution Inter <br />- COLORADO <br />User: ROSS L. GUBKA, P.E <br />10:50:20 <br />- 18" WEEP HOLE @ 5644.5 <br />Type II <br />aal: 0.1 hr <br />---------------------- <br />LAST POND ONLY TABLE <br />---------------------- <br />---------------------- <br />Jl, B1, S1 <br />POND 007 <br />Drainage Area from J1, Bl, Sl, SWS(s)1-4: 513.9 acres <br />Total Contributing Drainage Area: 513.9 acres <br />DISCHARGE OPTIONS: <br />Perf. Emergency <br />Riser Spillway <br />Riser Diameter (in) 42.0 ---- <br />Riser Height (ft) 8.40 ---- <br />Barrel Diameter (in) 42.0 ---- <br />arrel Length (ft) 50.00 <br />~arrel Slope (%) 1.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevat ion 5648.4 ---- <br />Lowest Elevation of Holes 5644.5 ---- <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 ---- 5649.4 <br />Crest Length (ft) ---- 50.0 <br />Z:1 (Left and Right) -- -- 2.0 2.0 <br />Bottom Width (ft) ---- 15.0 <br />~D RESULTS: <br /> Sediment Permanent Dead Sediment <br /> Storage* Pool Space Algorithm <br /> (ac-ft) <br />---------- <br />---------- (ac-ft) (%) <br />------------------------------- <br />------------------------------- <br />