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HomeMy WebLinkAboutEast Lake Trap Channel Capacity ____________________________________________________________________________ **************************************************************************** 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: 17:17 01/13/2016 ============================================================================ Problem Descriptions: 12'X6' RCB **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.90 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 12.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 851.38 FLOW TOP-WIDTH(FEET) = 12.00 FLOW AREA(SQUARE FEET) = 70.80 HYDRAULIC DEPTH(FEET) = 5.90 FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.03 UNIFORM FROUDE NUMBER = 0.872 PRESSURE + MOMENTUM(POUNDS) = 32872.93 AVERAGED VELOCITY HEAD(FEET) = 2.245 SPECIFIC ENERGY(FEET) = 8.145 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 12.00 CRITICAL FLOW AREA(SQUARE FEET) = 64.64 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 5.39 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.17 CRITICAL DEPTH(FEET) = 5.39 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 32594.42 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.693 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.080 ============================================================================ Problem Descriptions: 16'X7' RCB **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.90 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 16.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1536.71 FLOW TOP-WIDTH(FEET) = 16.00 FLOW AREA(SQUARE FEET) = 110.40 HYDRAULIC DEPTH(FEET) = 6.90 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.92 UNIFORM FROUDE NUMBER = 0.934 PRESSURE + MOMENTUM(POUNDS) = 65218.53 AVERAGED VELOCITY HEAD(FEET) = 3.009 SPECIFIC ENERGY(FEET) = 9.909 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 16.00 CRITICAL FLOW AREA(SQUARE FEET) = 105.46 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.59 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.57 CRITICAL DEPTH(FEET) = 6.59 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 65080.84 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.297 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 9.888 ============================================================================ Problem Descriptions: 16'X7' RCB S=0.0034 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.90 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 16.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003400 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1635.95 FLOW TOP-WIDTH(FEET) = 16.00 FLOW AREA(SQUARE FEET) = 110.40 HYDRAULIC DEPTH(FEET) = 6.90 FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.82 UNIFORM FROUDE NUMBER = 0.994 PRESSURE + MOMENTUM(POUNDS) = 70745.41 AVERAGED VELOCITY HEAD(FEET) = 3.410 SPECIFIC ENERGY(FEET) = 10.310 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 16.00 CRITICAL FLOW AREA(SQUARE FEET) = 109.96 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.87 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.88 CRITICAL DEPTH(FEET) = 6.87 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 70744.33 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.437 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 10.310 ============================================================================ Problem Descriptions: 20'X8' RCB S=0.003 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 7.95 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 2492.98 FLOW TOP-WIDTH(FEET) = 20.00 FLOW AREA(SQUARE FEET) = 159.00 HYDRAULIC DEPTH(FEET) = 7.95 FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.68 UNIFORM FROUDE NUMBER = 0.980 PRESSURE + MOMENTUM(POUNDS) = 115186.13 AVERAGED VELOCITY HEAD(FEET) = 3.817 SPECIFIC ENERGY(FEET) = 11.767 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 20.00 CRITICAL FLOW AREA(SQUARE FEET) = 156.86 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 7.84 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.89 CRITICAL DEPTH(FEET) = 7.84 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 115165.07 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.922 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 11.765 ============================================================================ Problem Descriptions: 20'X8' RCB S=0.0034 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 7.95 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003400 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 2653.98 FLOW TOP-WIDTH(FEET) = 20.00 FLOW AREA(SQUARE FEET) = 159.00 HYDRAULIC DEPTH(FEET) = 7.95 FLOW AVERAGE VELOCITY(FEET/SEC.) = 16.69 UNIFORM FROUDE NUMBER = 1.043 PRESSURE + MOMENTUM(POUNDS) = 125285.84 AVERAGED VELOCITY HEAD(FEET) = 4.326 SPECIFIC ENERGY(FEET) = 12.276 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 20.00 CRITICAL FLOW AREA(SQUARE FEET) = 163.53 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 8.18 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 16.23 CRITICAL DEPTH(FEET) = 8.18 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 125186.99 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 4.090 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 12.266 ============================================================================ Problem Descriptions: TRAP CHANNEL B=6 H=6 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 6.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1149.66 FLOW TOP-WIDTH(FEET) = 24.00 FLOW AREA(SQUARE FEET) = 90.00 HYDRAULIC DEPTH(FEET) = 3.75 FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.77 UNIFORM FROUDE NUMBER = 1.162 PRESSURE + MOMENTUM(POUNDS) = 41937.65 AVERAGED VELOCITY HEAD(FEET) = 2.534 SPECIFIC ENERGY(FEET) = 8.534 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 25.38 CRITICAL FLOW AREA(SQUARE FEET) = 101.36 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.99 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.34 CRITICAL DEPTH(FEET) = 6.46 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 41493.55 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.998 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.458 ============================================================================ Problem Descriptions: TRAP CHANNEL B=6 H=5' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 6.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 781.30 FLOW TOP-WIDTH(FEET) = 21.00 FLOW AREA(SQUARE FEET) = 67.50 HYDRAULIC DEPTH(FEET) = 3.21 FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.57 UNIFORM FROUDE NUMBER = 1.138 PRESSURE + MOMENTUM(POUNDS) = 26105.04 AVERAGED VELOCITY HEAD(FEET) = 2.080 SPECIFIC ENERGY(FEET) = 7.080 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 22.01 CRITICAL FLOW AREA(SQUARE FEET) = 74.75 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.40 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.45 CRITICAL DEPTH(FEET) = 5.34 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 25900.89 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.697 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.034 ============================================================================ Problem Descriptions: TRAP CHANNEL B=12 H=6' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 12.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1766.95 FLOW TOP-WIDTH(FEET) = 30.00 FLOW AREA(SQUARE FEET) = 126.00 HYDRAULIC DEPTH(FEET) = 4.20 FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.02 UNIFORM FROUDE NUMBER = 1.206 PRESSURE + MOMENTUM(POUNDS) = 68235.94 AVERAGED VELOCITY HEAD(FEET) = 3.054 SPECIFIC ENERGY(FEET) = 9.054 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 31.91 CRITICAL FLOW AREA(SQUARE FEET) = 145.70 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.57 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.13 CRITICAL DEPTH(FEET) = 6.64 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 67134.31 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.284 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.920 ============================================================================ Problem Descriptions: TRAP CHANNEL B=20 H=6' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 2624.67 FLOW TOP-WIDTH(FEET) = 38.00 FLOW AREA(SQUARE FEET) = 174.00 HYDRAULIC DEPTH(FEET) = 4.58 FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.08 UNIFORM FROUDE NUMBER = 1.242 PRESSURE + MOMENTUM(POUNDS) = 105926.87 AVERAGED VELOCITY HEAD(FEET) = 3.533 SPECIFIC ENERGY(FEET) = 9.533 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 40.39 CRITICAL FLOW AREA(SQUARE FEET) = 205.20 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 5.08 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.79 CRITICAL DEPTH(FEET) = 6.80 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 103671.38 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.540 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 9.336 ============================================================================ ____________________________________________________________________________ **************************************************************************** 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: 18:02 01/13/2016 ============================================================================ Problem Descriptions: TRAP CHANNEL B=10' D=7 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 10.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1557.87 FLOW TOP-WIDTH(FEET) = 28.00 FLOW AREA(SQUARE FEET) = 114.00 HYDRAULIC DEPTH(FEET) = 4.07 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.67 UNIFORM FROUDE NUMBER = 1.194 PRESSURE + MOMENTUM(POUNDS) = 59227.19 AVERAGED VELOCITY HEAD(FEET) = 2.900 SPECIFIC ENERGY(FEET) = 8.900 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 29.75 CRITICAL FLOW AREA(SQUARE FEET) = 130.86 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.40 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.90 CRITICAL DEPTH(FEET) = 6.58 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 58369.29 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.201 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.785 ============================================================================