Laserfiche WebLink
i• <br />File: J:\OOJOBS\003-2166\8-lsubmittal\MB2RF'X 8/1/00, 4:41:32PM <br />Civil Software Design -- 9EDCAD+ 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. Cazier) <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 II <br />Hydrograph Convolution Interval: 0.1 hr <br />LAST POND ONLY-TABLE <br />J5, B1, S2 <br />MB-2R <br />Drainage Area from J5, B1, S2, SWS (s)1: 0.0 acres <br />Total Contributing Drainage Area: 94.7 acres <br />DISCHARGE OPTIONS: <br /> Perf. Emergency <br />• ----- ---Riser Spillway <br />--- <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 (f t) ---- ---- <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 />