PERMFILE133982 - Laserfiche WebLink

Home Browse Search

Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: Greystone Development Consultants Filename: C:\SCAD\DT\MTN\#3MB1 User: C.W. BEGEJ Date: 11-28-1995 Time: ,15:54:32 POND MB-1 EXCLUSIVELY USING STORAGE VOLUME OF THE SOUTH CELL Storm: 1.90 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr ---------------------- POND INPUT/OUTPUT TABLE J2, B1, S1 POND MB-1 Drainage Area from J2, B1, S1, SWS(s)1: 0.8 acres Total Contributing Drainage Area: 83.3 acres DISCHARGE OPTIONS: • Drop Drop Emergency -------------------------- Inlet -------------- Inlet Spillway --------------------------------------- -------------------------- Riser Diameter (in) -------------- 18.0 --------------------------------------- 8.0 ---- Riser Height (ft) 8.00 5.50 ---- Barrel Diameter (in) 18.0 8.0 ---- Barrel Length (ft) 100.00 240.00 ---- Barrel Slope (~) 1.12 • 1.00 ---- Manning's n of Pipe 0.024 0.014 ---- Spillway Elevation 6301.5 6292.0 ---- Lowest Elevation of Holes ---- ---- ---- # of Holes/Elevation ---- ---- ~ ---- Entrance Loss Coefficient ---- ---- ---- Tailwater Depth (ft) ---- ---- ---- Notch Angle (degrees) ---- ---- ---- Weir Width (ft) ---- ---- ---- Siphon Crest Elevation ---- ---- ---- Siphon Tube Diameter (in) ---- ---- ---- Siphon Tube Length (ft) ---- ---- ---- Manning's n of Siphon ---- ---- ---- Siphon Inlet Elevation ---- ---- ---- Siphon Outlet Elevation ---- ---- ---- Emergency Spillway Elevation ---- ---- 6304.4 Crest Length (ft) ---- ---- 14.0 Z:1 (Left and Right) -- -- -- -- 2 2 Bottom Width (ft) ---- ---- 26.0 POND RESULTS; Sediment Permanent Dead Sediment Storage* Pool Space Algorithm (ac-ft) (ac-ft) (~)