Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />. Company Name: <br />Filename: C:\SCAD\DT\W. <br />Date: <br />Storm: 1.90 inches, 10 <br />Hydrograph <br />Greystone Development Consultants <br />ELK\MTN\MB4 User: C. W. BEGEJ <br />08-02-1993 Time: 09:57:18 <br />POND MB-4 <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />LAST POND ONLY TABLE <br />J1, B1, S1 <br />MB4-LOADOUT <br />Drainage Area from J1, B1, S1, SWS(s)1: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />0.3 acres <br />0.3 acres <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 6.0 ---- <br />-trrel Length (ft) 20.00 <br />•srrel Slope ($) 5.00 ---- <br />Manning's n of Pipe 0.014 ---- <br />Spillway Elevation 6079.5 ---- <br />Lowest Elevation of Holes <br /># of Holes/Elevation <br />Entrance Loss Coefficient <br />Tailwater Depth (ft) <br />Notch Angle (degrees) <br />Weir Width (ft) <br />Siphon <br />Siphon <br />Siphon <br />Manning <br />Siphon <br />Siphon <br />Crest Elevation <br />Tube Diameter (in) <br />Tube Length (ft) <br />~'s n of Siphon <br />Inlet Elevation <br />Outlet Elevation <br />Emergency Spillway Elevation <br />Crest Length (ft) <br />Z:1 (Left and Right) <br />Bottom Width (ft) <br />. RESULTS: <br />Sediment <br />Storage* <br />(ac-ft) <br />0.9 ---- <br />0.1 ---- <br />Permanent <br />Pool <br />(ac-ft) <br />6080.6 <br />10.0 <br />2 2 <br />6.0 <br />Dead <br />Space <br />($) <br />Sediment <br />Algorithm <br />