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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: COLOWYO COAL COMPANY <br />Filename: C:\SEDCAD3\POND7 User: JUAN <br />Date: 12-14-1992 Time: 11:42:59 <br />PROSPECT POND WATERSHED - JOINT COLOWYO & DMG MODELING <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />J3, B1, S1 <br />PROSPECT POND <br />GARCIA <br />EXERCISE <br />Drainage Area from J3, B1, S1, SWS(s)1-2: 22.9 acres <br />Total Contributing Drainage Area: 747.6 acres <br />DISCHARGE OPTIONS: <br />Drop Emergency <br />Inlet Spillway <br />Riser Diameter (in) 12.0 ---- <br />Riser Height (ft) 10.00 ---- <br />Barrel Diameter (in) 12.0 ---- <br />Barrel Length (ft) 130.00 ---- <br />Barrel Slope ($) 10.00 ---- <br />Manning's n of Pipe 0.015 ---- <br />Spillway Elevat ion 6752.1 ---- <br />Lowest Elevation of Holes ---- ---- <br />~ of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (ft) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6753.0 <br />Crest Length (ft) ---- 20.0 <br />Z:1 (Left and Right) -- -- 2 2 <br />Bottom Width (ft) ---- 15.0 <br />POND RESULTS: <br /> Sediment Permanent Dead Sediment <br /> Storage* Pool Space Algorithm <br /> (ac-f t) <br />---------- <br />----- (ac-f t) <br />------------ <br />------------ ($) <br />------------------- <br />------------------- <br /> ----- <br />0.05 7.23 20.00 CSTRS <br />