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HomeMy WebLinkAboutEast Lake Channel Capacity 2 ____________________________________________________________________________ **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 05/01/2011 License ID 1238 Analysis prepared by: ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 16:59 09/29/2015 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITY EARTH CHANNEL, B=24' H=5.5 LINE D/ E/ G **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.50 CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 24.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1468.85 FLOW TOP-WIDTH(FEET) = 57.00 FLOW AREA(SQUARE FEET) = 222.75 HYDRAULIC DEPTH(FEET) = 3.91 FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.59 UNIFORM FROUDE NUMBER = 0.588 PRESSURE + MOMENTUM(POUNDS) = 51803.15 AVERAGED VELOCITY HEAD(FEET) = 0.675 SPECIFIC ENERGY(FEET) = 6.175 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 48.51 CRITICAL FLOW AREA(SQUARE FEET) = 148.12 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.05 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 9.92 CRITICAL DEPTH(FEET) = 4.09 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 44979.98 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.527 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5.612 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITY EARTH CHANNEL, B=32' H=5.5' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.50 CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 32.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) =1821.86 FLOW TOP-WIDTH(FEET) = 65.00 FLOW AREA(SQUARE FEET) = 266.75 HYDRAULIC DEPTH(FEET) = 4.10 FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.83 UNIFORM FROUDE NUMBER = 0.594 PRESSURE + MOMENTUM(POUNDS) = 64696.54 AVERAGED VELOCITY HEAD(FEET) = 0.724 SPECIFIC ENERGY(FEET) = 6.224 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 56.41 CRITICAL FLOW AREA(SQUARE FEET) = 179.86 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.19 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.13 CRITICAL DEPTH(FEET) = 4.07 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 56492.63 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.593 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5.662 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITY EARTH CHANNEL, B=36' H=6' LINE A+B+C+D **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) =0.003000 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) =2353.71 FLOW TOP-WIDTH(FEET) = 72.00 FLOW AREA(SQUARE FEET) = 324.00 HYDRAULIC DEPTH(FEET) = 4.50 FLOW AVERAGE VELOCITY(FEET/SEC.) = 7.26 UNIFORM FROUDE NUMBER = 0.603 PRESSURE + MOMENTUM(POUNDS) = 87048.92 AVERAGED VELOCITY HEAD(FEET) = 0.819 SPECIFIC ENERGY(FEET) = 6.819 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 62.84 CRITICAL FLOW AREA(SQUARE FEET) = 221.11 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.52 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.65 CRITICAL DEPTH(FEET) = 4.47 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 76624.36 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.760 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 6.233 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITY EARTH CHANNEL, B=36' H=6' LINE A+B+C+D **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) =0.002500 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 2148.64 FLOW TOP-WIDTH(FEET) = 72.00 FLOW AREA(SQUARE FEET) = 324.00 HYDRAULIC DEPTH(FEET) = 4.50 FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.63 UNIFORM FROUDE NUMBER = 0.551 PRESSURE + MOMENTUM(POUNDS) = 81526.37 AVERAGED VELOCITY HEAD(FEET) = 0.683 SPECIFIC ENERGY(FEET) = 6.683 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 61.44 CRITICAL FLOW AREA(SQUARE FEET) = 206.59 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.36 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.40 CRITICAL DEPTH(FEET) = 4.24 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 68258.25 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.680 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5.920 ============================================================================