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HomeMy WebLinkAboutLine A-5 Channel Size ____________________________________________________________________________ **************************************************************************** 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: 14:45 04/05/2016 ============================================================================ Problem Descriptions: Elsinore MDP Line A04 Double 10x10 RCB Capacity **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.017000 UNIFORM FLOW(CFS) = 3200.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 5.13 FLOW TOP-WIDTH(FEET) = 20.00 FLOW AREA(SQUARE FEET) = 102.50 HYDRAULIC DEPTH(FEET) = 5.13 FLOW AVERAGE VELOCITY(FEET/SEC.) = 31.22 UNIFORM FROUDE NUMBER = 2.430 PRESSURE + MOMENTUM(POUNDS) = 209988.08 AVERAGED VELOCITY HEAD(FEET) = 15.134 SPECIFIC ENERGY(FEET) = 20.259 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 20.00 CRITICAL FLOW AREA(SQUARE FEET) = 185.28 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 9.26 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 17.27 CRITICAL DEPTH(FEET) = 9.26 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 160655.36 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 4.632 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 13.896 ============================================================================ Problem Descriptions: Elsinore MDP Line A04 Double 10x10 RCB Capacity **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.005000 UNIFORM FLOW(CFS) = 3200.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 7.92 FLOW TOP-WIDTH(FEET) = 20.00 FLOW AREA(SQUARE FEET) = 158.35 HYDRAULIC DEPTH(FEET) = 7.92 FLOW AVERAGE VELOCITY(FEET/SEC.) = 20.21 UNIFORM FROUDE NUMBER = 1.266 PRESSURE + MOMENTUM(POUNDS) = 164434.31 AVERAGED VELOCITY HEAD(FEET) = 6.341 SPECIFIC ENERGY(FEET) = 14.259 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 20.00 CRITICAL FLOW AREA(SQUARE FEET) = 185.28 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 9.26 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 17.27 CRITICAL DEPTH(FEET) = 9.26 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 160655.36 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 4.632 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 13.896 ============================================================================ Problem Descriptions: Elsinore MDP Line A05 Double 10x10 RCB Capacity **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.009000 UNIFORM FLOW(CFS) = 3710.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 7.12 FLOW TOP-WIDTH(FEET) = 20.00 FLOW AREA(SQUARE FEET) = 142.40 HYDRAULIC DEPTH(FEET) = 7.12 FLOW AVERAGE VELOCITY(FEET/SEC.) = 26.05 UNIFORM FROUDE NUMBER = 1.721 PRESSURE + MOMENTUM(POUNDS) = 218943.41 AVERAGED VELOCITY HEAD(FEET) = 10.540 SPECIFIC ENERGY(FEET) = 17.660 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 20.00 CRITICAL FLOW AREA(SQUARE FEET) = 204.49 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 10.22 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 18.14 CRITICAL DEPTH(FEET) = 10.22 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 195671.31 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 5.111 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 15.336 ============================================================================ Problem Descriptions: Elsinore MDP Line A05 Concrete Trap Channel CC-DD Q=1398, S=0.011 B=20' D=6' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.011000 UNIFORM FLOW(CFS) = 1398.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 2.92 FLOW TOP-WIDTH(FEET) = 28.77 FLOW AREA(SQUARE FEET) = 71.30 HYDRAULIC DEPTH(FEET) = 2.48 FLOW AVERAGE VELOCITY(FEET/SEC.) = 19.61 UNIFORM FROUDE NUMBER = 2.195 PRESSURE + MOMENTUM(POUNDS) = 59231.61 AVERAGED VELOCITY HEAD(FEET) = 5.969 SPECIFIC ENERGY(FEET) = 8.893 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 34.13 CRITICAL FLOW AREA(SQUARE FEET) = 127.47 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.73 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.97 CRITICAL DEPTH(FEET) = 4.71 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 46813.66 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.868 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 6.578 ============================================================================ Problem Descriptions: Elsinore MDP Line A05 Concrete Trap Channel DD-EE Q=2517, S=0.026 B=36' D=6' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.026000 UNIFORM FLOW(CFS) = 2517.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 2.31 FLOW TOP-WIDTH(FEET) = 42.92 FLOW AREA(SQUARE FEET) = 90.99 HYDRAULIC DEPTH(FEET) = 2.12 FLOW AVERAGE VELOCITY(FEET/SEC.) = 27.66 UNIFORM FROUDE NUMBER = 3.348 PRESSURE + MOMENTUM(POUNDS) = 141280.44 AVERAGED VELOCITY HEAD(FEET) = 11.882 SPECIFIC ENERGY(FEET) = 14.188 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 50.88 CRITICAL FLOW AREA(SQUARE FEET) = 215.48 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.23 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.68 CRITICAL DEPTH(FEET) = 4.96 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 88419.82 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.119 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.079 ============================================================================ Problem Descriptions: Elsinore MDP Line A05 Concrete Trap Channel EE-GG Q=3415, S=0.016 B=36' D=7' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.016000 UNIFORM FLOW(CFS) = 3415.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 3.19 FLOW TOP-WIDTH(FEET) = 45.56 FLOW AREA(SQUARE FEET) = 129.98 HYDRAULIC DEPTH(FEET) = 2.85 FLOW AVERAGE VELOCITY(FEET/SEC.) = 26.27 UNIFORM FROUDE NUMBER = 2.741 PRESSURE + MOMENTUM(POUNDS) = 186299.14 AVERAGED VELOCITY HEAD(FEET) = 10.719 SPECIFIC ENERGY(FEET) = 13.907 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 53.96 CRITICAL FLOW AREA(SQUARE FEET) = 269.35 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.99 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.68 CRITICAL DEPTH(FEET) = 5.99 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 130877.80 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.496 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.484 ============================================================================