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Civil Software Design -- SEDCAD+ Version 3 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Company Name: Colowyo Coal Company <br />Filename: D:\SEDCAD3\PPOND30 User: JUAN GARCIA <br />Date: 03-27-1992 Time: 15:37:38 <br />MULTIPLE SUBWATERSHED STORM HYDROGRAPH - PROSPECT POND - RUN PPOND3 <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 />Drainage Area from J3, B1, S1, SWS(s)1: <br />Total Contributing Drainage Area: <br />I DISCHARGE OPTIONS: <br />Drop Emergency <br />Inlet Spillway <br />Riser Diameter (in) 12.0 ---- <br />Riser Height (ft) 9.00 ---- <br />Barrel Diameter (in) 12.0 ---- <br />Barrel Length (ft) 100.00 ---- <br />3rrel Slope (%) 2.00 ---- <br />I~ing's n of Pipe 0.024 ---- <br />Spillway Elevat ion 6742.0 ---- <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 />22.5 acres <br />888.9 acres <br />Emergency Spillway Elevation ---- 6743.0 <br />Crest Length (ft) ---- 15.0 <br />Z:1 (Left and Right) -- -- 3 3 <br />Bottom Width (ft) ---- 15.0 <br />F <br />RESULTS: <br />~ Sediment Permanent Dead Sediment <br /> StorageZ Pool Space Algorithm <br /> (ac-f t) <br />---------- <br />----- <br />--- (ac-ft) <br />------------ <br />--- <br />-- <br />-- (%) <br />------------------- <br />----- <br />----- <br />-- <br /> -- <br />0.2 -- <br />-- <br />- <br />5.8 -- <br />--- <br />-- <br />20.00 CSTR$ <br />