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HomeMy WebLinkAboutWasson Canyon Channel Capacity Trap ____________________________________________________________________________ **************************************************************************** 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: 16:28 03/29/2016 ============================================================================ Problem Descriptions: Wasson Canyon Channel Capacity Concrete Trap Channel B=40' D=6 S=0.0035 Q100=3500 CFS **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 40.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003500 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.76 FLOW TOP-WIDTH(FEET) = 54.27 FLOW AREA(SQUARE FEET) = 224.12 HYDRAULIC DEPTH(FEET) = 4.13 FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.62 UNIFORM FROUDE NUMBER = 1.354 PRESSURE + MOMENTUM(POUNDS) = 137495.27 AVERAGED VELOCITY HEAD(FEET) = 3.787 SPECIFIC ENERGY(FEET) = 8.542 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 57.23 CRITICAL FLOW AREA(SQUARE FEET) = 279.29 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.88 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.53 CRITICAL DEPTH(FEET) = 5.74 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 132099.02 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.439 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.183 ============================================================================ Problem Descriptions: Wasson Canyon Channel Capacity Concrete Trap Channel B=40' D=6 S=0.003 Q100=3500 CFS **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 40.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.97 FLOW TOP-WIDTH(FEET) = 54.92 FLOW AREA(SQUARE FEET) = 235.99 HYDRAULIC DEPTH(FEET) = 4.30 FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.83 UNIFORM FROUDE NUMBER = 1.261 PRESSURE + MOMENTUM(POUNDS) = 135288.50 AVERAGED VELOCITY HEAD(FEET) = 3.416 SPECIFIC ENERGY(FEET) = 8.388 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 57.23 CRITICAL FLOW AREA(SQUARE FEET) = 279.29 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.88 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.53 CRITICAL DEPTH(FEET) = 5.74 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 132099.02 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.439 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.183 ============================================================================ Problem Descriptions: Wasson Canyon Channel Capacity Concrete Trap Channel B=40' D=6 S=0.0025 Q100=3500 CFS **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 40.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.002500 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 5.24 FLOW TOP-WIDTH(FEET) = 55.73 FLOW AREA(SQUARE FEET) = 250.97 HYDRAULIC DEPTH(FEET) = 4.50 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.95 UNIFORM FROUDE NUMBER = 1.158 PRESSURE + MOMENTUM(POUNDS) = 133397.12 AVERAGED VELOCITY HEAD(FEET) = 3.020 SPECIFIC ENERGY(FEET) = 8.263 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 57.23 CRITICAL FLOW AREA(SQUARE FEET) = 279.29 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.88 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.53 CRITICAL DEPTH(FEET) = 5.74 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 132099.02 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.439 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.183 ============================================================================