Loading...
HomeMy WebLinkAboutEast Lake 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: 11:09 09/28/2015 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=10' H=5' Q=708 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 10.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) =708.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 5.01 FLOW TOP-WIDTH(FEET) = 40.04 FLOW AREA(SQUARE FEET) = 125.27 HYDRAULIC DEPTH(FEET) = 3.13 FLOW AVERAGE VELOCITY(FEET/SEC.) = 5.65 UNIFORM FROUDE NUMBER = 0.563 PRESSURE + MOMENTUM(POUNDS) = 23407.31 AVERAGED VELOCITY HEAD(FEET) = 0.496 SPECIFIC ENERGY(FEET) = 5.503 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 32.49 CRITICAL FLOW AREA(SQUARE FEET) = 79.66 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.45 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 8.89 CRITICAL DEPTH(FEET) = 3.75 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 19868.16 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.227 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 4.976 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=24' H=6.5' Q=2045 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 24.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) =2045.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 6.51 FLOW TOP-WIDTH(FEET) = 63.04 FLOW AREA(SQUARE FEET) = 283.13 HYDRAULIC DEPTH(FEET) = 4.49 FLOW AVERAGE VELOCITY(FEET/SEC.) = 7.22 UNIFORM FROUDE NUMBER = 0.601 PRESSURE + MOMENTUM(POUNDS) = 77503.09 AVERAGED VELOCITY HEAD(FEET) = 0.810 SPECIFIC ENERGY(FEET) = 7.316 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 53.53 CRITICAL FLOW AREA(SQUARE FEET) = 190.81 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.56 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.72 CRITICAL DEPTH(FEET) = 4.92 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 68055.08 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.784 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 6.706 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=24' H=5.25' Q=1340 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 24.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) =1340.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 5.25 FLOW TOP-WIDTH(FEET) = 55.48 FLOW AREA(SQUARE FEET) = 208.53 HYDRAULIC DEPTH(FEET) = 3.76 FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.43 UNIFORM FROUDE NUMBER = 0.584 PRESSURE + MOMENTUM(POUNDS) = 46317.61 AVERAGED VELOCITY HEAD(FEET) = 0.641 SPECIFIC ENERGY(FEET) = 5.888 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 47.27 CRITICAL FLOW AREA(SQUARE FEET) = 138.18 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.92 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 9.70 CRITICAL DEPTH(FEET) = 3.88 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 40080.93 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.460 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5.338 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=12' H=5' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 12.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) =777.81 FLOW TOP-WIDTH(FEET) = 42.00 FLOW AREA(SQUARE FEET) = 135.00 HYDRAULIC DEPTH(FEET) = 3.21 FLOW AVERAGE VELOCITY(FEET/SEC.) = 5.76 UNIFORM FROUDE NUMBER = 0.566 PRESSURE + MOMENTUM(POUNDS) = 25844.46 AVERAGED VELOCITY HEAD(FEET) = 0.515 SPECIFIC ENERGY(FEET) = 5.515 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 34.37 CRITICAL FLOW AREA(SQUARE FEET) = 86.42 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.51 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 9.00 CRITICAL DEPTH(FEET) = 3.73 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 22001.22 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.258 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 4.986 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=20' H=6' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1541.69 FLOW TOP-WIDTH(FEET) = 56.00 FLOW AREA(SQUARE FEET) = 228.00 HYDRAULIC DEPTH(FEET) = 4.07 FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.76 UNIFORM FROUDE NUMBER = 0.591 PRESSURE + MOMENTUM(POUNDS) = 56144.00 AVERAGED VELOCITY HEAD(FEET) = 0.710 SPECIFIC ENERGY(FEET) = 6.710 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 47.09 CRITICAL FLOW AREA(SQUARE FEET) = 151.43 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.22 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.18 CRITICAL DEPTH(FEET) = 4.51 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 48874.94 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.609 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 6.124 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=30' H=8' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 30.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) = 3300.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 7.67 FLOW TOP-WIDTH(FEET) = 75.99 FLOW AREA(SQUARE FEET) = 406.25 HYDRAULIC DEPTH(FEET) = 5.35 FLOW AVERAGE VELOCITY(FEET/SEC.) = 8.12 UNIFORM FROUDE NUMBER = 0.619 PRESSURE + MOMENTUM(POUNDS) = 135055.83 AVERAGED VELOCITY HEAD(FEET) = 1.025 SPECIFIC ENERGY(FEET) = 8.690 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 65.33 CRITICAL FLOW AREA(SQUARE FEET) = 280.63 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.30 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.76 CRITICAL DEPTH(FEET) = 5.89 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 120383.98 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.147 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.035 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=36' H=7' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 7.00 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) = 3152.87 FLOW TOP-WIDTH(FEET) = 78.00 FLOW AREA(SQUARE FEET) = 399.00 HYDRAULIC DEPTH(FEET) = 5.12 FLOW AVERAGE VELOCITY(FEET/SEC.) = 7.90 UNIFORM FROUDE NUMBER = 0.616 PRESSURE + MOMENTUM(POUNDS) = 124720.15 AVERAGED VELOCITY HEAD(FEET) = 0.970 SPECIFIC ENERGY(FEET) = 7.970 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 67.85 CRITICAL FLOW AREA(SQUARE FEET) = 275.64 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.06 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.44 CRITICAL DEPTH(FEET) = 5.31 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 110872.47 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.032 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.340 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=42' H=7' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 7.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 42.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.002500 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 3241.07 FLOW TOP-WIDTH(FEET) = 84.00 FLOW AREA(SQUARE FEET) = 441.00 HYDRAULIC DEPTH(FEET) = 5.25 FLOW AVERAGE VELOCITY(FEET/SEC.) = 7.35 UNIFORM FROUDE NUMBER = 0.565 PRESSURE + MOMENTUM(POUNDS) = 131772.84 AVERAGED VELOCITY HEAD(FEET) = 0.839 SPECIFIC ENERGY(FEET) = 7.839 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 72.13 CRITICAL FLOW AREA(SQUARE FEET) = 286.61 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.97 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.31 CRITICAL DEPTH(FEET) = 5.02 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 111983.80 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.986 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.008 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES EARTH CHANNEL, B=50' H=7' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 3.00 Z2(HORIZONTAL/VERTICAL) = 3.00 BASEWIDTH(FEET) = 50.00 CONSTANT CHANNEL SLOPE(FEET/FEET) =0.002000 UNIFORM FLOW(CFS) =3300.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 6.96 FLOW TOP-WIDTH(FEET) = 91.76 FLOW AREA(SQUARE FEET) = 493.32 HYDRAULIC DEPTH(FEET) = 5.38 FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.69 UNIFORM FROUDE NUMBER = 0.508 PRESSURE + MOMENTUM(POUNDS) = 139383.66 AVERAGED VELOCITY HEAD(FEET) = 0.695 SPECIFIC ENERGY(FEET) = 7.655 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 77.92 CRITICAL FLOW AREA(SQUARE FEET) = 297.58 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.82 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.09 CRITICAL DEPTH(FEET) = 4.65 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 110973.12 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.910 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 6.562 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES CONCRETE CHANNEL, B=36' H=5.5' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.50 CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) =3524.00 FLOW TOP-WIDTH(FEET) = 52.50 FLOW AREA(SQUARE FEET) = 243.38 HYDRAULIC DEPTH(FEET) = 4.64 FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.48 UNIFORM FROUDE NUMBER = 1.185 PRESSURE + MOMENTUM(POUNDS) = 138051.30 AVERAGED VELOCITY HEAD(FEET) = 3.256 SPECIFIC ENERGY(FEET) = 8.756 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 54.31 CRITICAL FLOW AREA(SQUARE FEET) = 275.67 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 5.08 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.78 CRITICAL DEPTH(FEET) = 6.10 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 136256.11 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.537 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.642 ============================================================================ Problem Descriptions: LAKE ELSINORE MDP EAST LAKE CHANNEL CAPACITIES CONCRETE CHANNEL, B=24' H=5.0' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 24.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 2061.90 FLOW TOP-WIDTH(FEET) = 39.00 FLOW AREA(SQUARE FEET) = 157.50 HYDRAULIC DEPTH(FEET) = 4.04 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.09 UNIFORM FROUDE NUMBER = 1.148 PRESSURE + MOMENTUM(POUNDS) = 74929.67 AVERAGED VELOCITY HEAD(FEET) = 2.661 SPECIFIC ENERGY(FEET) = 7.661 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 40.29 CRITICAL FLOW AREA(SQUARE FEET) = 174.55 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.33 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.81 CRITICAL DEPTH(FEET) = 5.43 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 74274.30 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.167 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.597 ============================================================================