Loading...
HomeMy WebLinkAboutLine A-4 Trap 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: 16:41 04/04/2016 ============================================================================ Problem Descriptions: Elsinore MDP W.O. 2014-0320 Alberhill Sub-Zone Line A-04 Concrete Trap Channel, B=36, D=6' S=0.004 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.004000 UNIFORM FLOW(CFS) = 3157.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.75 FLOW TOP-WIDTH(FEET) = 50.25 FLOW AREA(SQUARE FEET) = 204.90 HYDRAULIC DEPTH(FEET) = 4.08 FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.41 UNIFORM FROUDE NUMBER = 1.345 PRESSURE + MOMENTUM(POUNDS) = 122961.23 AVERAGED VELOCITY HEAD(FEET) = 3.686 SPECIFIC ENERGY(FEET) = 8.437 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 53.12 CRITICAL FLOW AREA(SQUARE FEET) = 254.28 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.79 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.42 CRITICAL DEPTH(FEET) = 5.71 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 118330.42 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.393 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.100 ============================================================================ Problem Descriptions: Elsinore MDP W.O. 2014-0320 Alberhill Sub-Zone Line A-04 Concrete Trap Channel, B=36, D=6' S=0.047 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.047000 UNIFORM FLOW(CFS) = 3157.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ 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.) = 34.70 UNIFORM FROUDE NUMBER = 4.199 PRESSURE + MOMENTUM(POUNDS) = 218618.95 AVERAGED VELOCITY HEAD(FEET) = 18.692 SPECIFIC ENERGY(FEET) = 20.998 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 53.12 CRITICAL FLOW AREA(SQUARE FEET) = 254.28 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.79 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.42 CRITICAL DEPTH(FEET) = 5.71 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 118330.42 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.393 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.100 ============================================================================ Problem Descriptions: Elsinore MDP W.O. 2014-0320 Alberhill Sub-Zone Line A-04 Concrete Trap Channel, B=36, D=6' S=0.01 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.010000 UNIFORM FLOW(CFS) = 3157.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 3.64 FLOW TOP-WIDTH(FEET) = 46.91 FLOW AREA(SQUARE FEET) = 150.79 HYDRAULIC DEPTH(FEET) = 3.21 FLOW AVERAGE VELOCITY(FEET/SEC.) = 20.94 UNIFORM FROUDE NUMBER = 2.058 PRESSURE + MOMENTUM(POUNDS) = 144449.86 AVERAGED VELOCITY HEAD(FEET) = 6.807 SPECIFIC ENERGY(FEET) = 10.444 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 53.12 CRITICAL FLOW AREA(SQUARE FEET) = 254.28 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.79 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.42 CRITICAL DEPTH(FEET) = 5.71 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 118330.42 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.393 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.100 ============================================================================ Problem Descriptions: Elsinore MDP W.O. 2014-0320 Alberhill Sub-Zone Line A-04 Concrete Trap Channel, B=36, D=6' S=0.02 **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 36.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.020000 UNIFORM FLOW(CFS) = 3157.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 2.97 FLOW TOP-WIDTH(FEET) = 44.91 FLOW AREA(SQUARE FEET) = 120.14 HYDRAULIC DEPTH(FEET) = 2.68 FLOW AVERAGE VELOCITY(FEET/SEC.) = 26.28 UNIFORM FROUDE NUMBER = 2.831 PRESSURE + MOMENTUM(POUNDS) = 171487.94 AVERAGED VELOCITY HEAD(FEET) = 10.722 SPECIFIC ENERGY(FEET) = 13.692 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 53.12 CRITICAL FLOW AREA(SQUARE FEET) = 254.28 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.79 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.42 CRITICAL DEPTH(FEET) = 5.71 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 118330.42 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.393 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.100 ============================================================================