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1-303-a52-6611 TI-'LEOgPPLEGRTEOiNC <br />257 P04 qPR 2B '97 12:37 <br />Civil Software Design -- SEDCAD+ Ve sion 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: TUTTLE APPLEGATE <br />Filename: C:\SEDCAD3\DRCRICMBI User: LEELA <br />Date: 04-28-1997 Time: 08:57:13 <br />HYDROLOGY AND SEDIMENTOLOGY <br />Storm: 3.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUTaTABLE <br />z~~~~~~~~aeo--ovezs~~a~~~aa <br />J1, B1, Sl <br />POND VB1 <br />Drainage Area from J1, Bl, S1, SWS(s)1: 122.9 acres <br />Total Contributing Drainage Area: 122.9 acres <br />DISCHARGE OPTIONS: <br />Trickle <br />Emergency <br />Spillway <br /> Tube <br />~~~s=ezzasaaa= ~vz ~~~~~ze c---..z a~~aas <br />Riser Diameter (in) ---- <br />Riser Heigl.t (f t) ---- <br />Barrel Diameter (in) 24.0 <br />Barrel Length (ft) 100.00 <br />Barrel Slope ($) 4.00 <br />Manning's n of Pipe 0.024 <br />Spillway Elevat ion 6560.0 <br />Lowest Elevation of Holes ---- <br /># of Holea/Elevation ---- <br />Entrance Loss Coefficient 0.5 <br />Tailwater Depth (ft) 0.0 <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 ---- <br />Crest Length (ft) ---- <br />Z:1 (Left and Right) -- -- <br />Hottom Width (ft) ---- <br />POND RESULTS: <br />6572.0 <br />10.0 <br />3.0 3.0 <br />6.0 <br />Permanent <br />Pool <br />(ac-ft) <br />0.0 <br />