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File: J:\OOJOBS\003-2166\8-lsubmittal\MB2RF'X 8/1/00, 4:41:32PM <br />• Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD\2166\MB2RF' User: BILL PATTERSON <br />(modified by T. Cazie r) <br />Date: OB-O1-2000 Time: 16;26:54 <br />MB2R-12/11/97 (revised 10/3/99) <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type ZI <br />Hydrograph Convolution Interval: 0.1 hr <br />-------'---------- <br />POND INPUT/OUTPUT TABLE <br />J5, B1, 52 <br />MH-2R <br />Drainage Area from J5, 81, 52, SWS (s)1: 0.0 acres <br />Total Contributing Drainage Area: 94.7 acres <br />DISCHARGE OPTIONS: <br /> Pe rf. Emergency <br />• Riser Spillway <br />Riser Diameter (in) 48.0 <br />Riser Height (ft) 18.00 ---- <br />Barrel Diameter (in) 48.0 ---- <br />Barrel Length (ft) 320.00 ---- <br />Barrel Slope (~) 6.25 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 6118.4 ---- <br />Lowest Elevation of Holes 6111.4 ---- <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 />l/ I1 <br />u <br />Page :Z4 <br />