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HomeMy WebLinkAboutWasson Canyon 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: 10:04 03/09/2016 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 EARTH CHANNEL **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 4.00 CHANNEL Z1(HORIZONTAL/VERTICAL) = 4.00 Z2(HORIZONTAL/VERTICAL) = 4.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.002000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> BASEWIDTH(FEET) = 151.17 FLOW TOP-WIDTH(FEET) = 183.17 FLOW AREA(SQUARE FEET) = 668.67 HYDRAULIC DEPTH(FEET) = 3.65 FLOW AVERAGE VELOCITY(FEET/SEC.) = 5.23 UNIFORM FROUDE NUMBER = 0.483 PRESSURE + MOMENTUM(POUNDS) = 116289.43 AVERAGED VELOCITY HEAD(FEET) = 0.425 SPECIFIC ENERGY(FEET) = 4.425 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 171.15 CRITICAL FLOW AREA(SQUARE FEET) = 402.48 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.35 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 8.70 CRITICAL DEPTH(FEET) = 2.50 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 89695.51 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.174 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.672 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=150 H=4 EARTH CHANNEL **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 4.00 Z2(HORIZONTAL/VERTICAL) = 4.00 BASEWIDTH(FEET) = 150.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.002000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.02 FLOW TOP-WIDTH(FEET) = 182.15 FLOW AREA(SQUARE FEET) = 667.42 HYDRAULIC DEPTH(FEET) = 3.66 FLOW AVERAGE VELOCITY(FEET/SEC.) = 5.24 UNIFORM FROUDE NUMBER = 0.483 PRESSURE + MOMENTUM(POUNDS) = 116553.58 AVERAGED VELOCITY HEAD(FEET) = 0.427 SPECIFIC ENERGY(FEET) = 4.446 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 170.07 CRITICAL FLOW AREA(SQUARE FEET) = 401.59 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.36 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 8.72 CRITICAL DEPTH(FEET) = 2.51 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 89896.72 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.179 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.689 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=120 H=4.6 EARTH CHANNEL **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 4.00 Z2(HORIZONTAL/VERTICAL) = 4.00 BASEWIDTH(FEET) = 120.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.002000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0300 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.55 FLOW TOP-WIDTH(FEET) = 156.36 FLOW AREA(SQUARE FEET) = 628.06 HYDRAULIC DEPTH(FEET) = 4.02 FLOW AVERAGE VELOCITY(FEET/SEC.) = 5.57 UNIFORM FROUDE NUMBER = 0.490 PRESSURE + MOMENTUM(POUNDS) = 122957.02 AVERAGED VELOCITY HEAD(FEET) = 0.482 SPECIFIC ENERGY(FEET) = 5.027 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 143.05 CRITICAL FLOW AREA(SQUARE FEET) = 378.96 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.65 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 9.24 CRITICAL DEPTH(FEET) = 2.88 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 95714.69 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.325 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 4.206 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=80 CONCRETE TRAP CHANNEL **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 80.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 3.48 FLOW TOP-WIDTH(FEET) = 90.44 FLOW AREA(SQUARE FEET) = 296.65 HYDRAULIC DEPTH(FEET) = 3.28 FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.80 UNIFORM FROUDE NUMBER = 1.148 PRESSURE + MOMENTUM(POUNDS) = 111583.90 AVERAGED VELOCITY HEAD(FEET) = 2.162 SPECIFIC ENERGY(FEET) = 5.642 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 91.43 CRITICAL FLOW AREA(SQUARE FEET) = 326.46 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.57 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.72 CRITICAL DEPTH(FEET) = 3.81 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 110649.12 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.785 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5.594 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=100 CONCRETE TRAP CHANNEL **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 100.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 3.05 FLOW TOP-WIDTH(FEET) = 109.15 FLOW AREA(SQUARE FEET) = 318.94 HYDRAULIC DEPTH(FEET) = 2.92 FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.97 UNIFORM FROUDE NUMBER = 1.131 PRESSURE + MOMENTUM(POUNDS) = 104337.98 AVERAGED VELOCITY HEAD(FEET) = 1.870 SPECIFIC ENERGY(FEET) = 4.920 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 109.92 CRITICAL FLOW AREA(SQUARE FEET) = 347.22 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.16 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 10.08 CRITICAL DEPTH(FEET) = 3.31 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 103641.41 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.578 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 4.886 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=68' S=0.0035 CONCRETE TRAP CHANNEL **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 1.50 Z2(HORIZONTAL/VERTICAL) = 1.50 BASEWIDTH(FEET) = 68.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003500 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 3.66 FLOW TOP-WIDTH(FEET) = 78.97 FLOW AREA(SQUARE FEET) = 268.69 HYDRAULIC DEPTH(FEET) = 3.40 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.03 UNIFORM FROUDE NUMBER = 1.245 PRESSURE + MOMENTUM(POUNDS) = 118241.17 AVERAGED VELOCITY HEAD(FEET) = 2.635 SPECIFIC ENERGY(FEET) = 6.291 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 80.63 CRITICAL FLOW AREA(SQUARE FEET) = 313.00 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.88 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.18 CRITICAL DEPTH(FEET) = 4.21 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 115807.83 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.942 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 6.153 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=56' S=0.0035 RCB 4-6'X14' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 56.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003500 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.38 FLOW TOP-WIDTH(FEET) = 56.00 FLOW AREA(SQUARE FEET) = 245.56 HYDRAULIC DEPTH(FEET) = 4.38 FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.25 UNIFORM FROUDE NUMBER = 1.199 PRESSURE + MOMENTUM(POUNDS) = 130269.03 AVERAGED VELOCITY HEAD(FEET) = 3.155 SPECIFIC ENERGY(FEET) = 7.540 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 56.00 CRITICAL FLOW AREA(SQUARE FEET) = 277.24 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.95 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.62 CRITICAL DEPTH(FEET) = 4.95 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 128449.77 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.475 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.426 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=60' S=0.0035 RCB 5-6'X12' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 60.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003500 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.18 FLOW TOP-WIDTH(FEET) = 60.00 FLOW AREA(SQUARE FEET) = 250.97 HYDRAULIC DEPTH(FEET) = 4.18 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.95 UNIFORM FROUDE NUMBER = 1.202 PRESSURE + MOMENTUM(POUNDS) = 127342.33 AVERAGED VELOCITY HEAD(FEET) = 3.020 SPECIFIC ENERGY(FEET) = 7.203 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 60.00 CRITICAL FLOW AREA(SQUARE FEET) = 283.60 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.73 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.34 CRITICAL DEPTH(FEET) = 4.73 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 125529.45 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.365 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.092 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=60' S=0.003 RCB 5-6'X12' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 60.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.39 FLOW TOP-WIDTH(FEET) = 60.00 FLOW AREA(SQUARE FEET) = 263.56 HYDRAULIC DEPTH(FEET) = 4.39 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.28 UNIFORM FROUDE NUMBER = 1.117 PRESSURE + MOMENTUM(POUNDS) = 126192.45 AVERAGED VELOCITY HEAD(FEET) = 2.738 SPECIFIC ENERGY(FEET) = 7.131 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 60.00 CRITICAL FLOW AREA(SQUARE FEET) = 283.60 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.73 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.34 CRITICAL DEPTH(FEET) = 4.73 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 125529.45 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.365 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.092 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=60' S=0.002 RCB 5-6'X12' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 60.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.002000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 4.99 FLOW TOP-WIDTH(FEET) = 60.00 FLOW AREA(SQUARE FEET) = 299.49 HYDRAULIC DEPTH(FEET) = 4.99 FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.69 UNIFORM FROUDE NUMBER = 0.922 PRESSURE + MOMENTUM(POUNDS) = 125906.29 AVERAGED VELOCITY HEAD(FEET) = 2.121 SPECIFIC ENERGY(FEET) = 7.112 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 60.00 CRITICAL FLOW AREA(SQUARE FEET) = 283.60 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.73 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.34 CRITICAL DEPTH(FEET) = 4.73 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 125529.45 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.365 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.092 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=28' S=0.003 RCB 2-7'X14' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 28.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 7.85 FLOW TOP-WIDTH(FEET) = 28.00 FLOW AREA(SQUARE FEET) = 219.76 HYDRAULIC DEPTH(FEET) = 7.85 FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.93 UNIFORM FROUDE NUMBER = 1.002 PRESSURE + MOMENTUM(POUNDS) = 161836.80 AVERAGED VELOCITY HEAD(FEET) = 3.939 SPECIFIC ENERGY(FEET) = 11.787 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 28.00 CRITICAL FLOW AREA(SQUARE FEET) = 220.00 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 7.86 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.91 CRITICAL DEPTH(FEET) = 7.86 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 161836.58 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.930 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 11.787 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=28' S=0.0035 RCB 2-8'X14' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 28.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003500 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 7.44 FLOW TOP-WIDTH(FEET) = 28.00 FLOW AREA(SQUARE FEET) = 208.23 HYDRAULIC DEPTH(FEET) = 7.44 FLOW AVERAGE VELOCITY(FEET/SEC.) = 16.81 UNIFORM FROUDE NUMBER = 1.086 PRESSURE + MOMENTUM(POUNDS) = 162319.58 AVERAGED VELOCITY HEAD(FEET) = 4.387 SPECIFIC ENERGY(FEET) = 11.824 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 28.00 CRITICAL FLOW AREA(SQUARE FEET) = 220.00 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 7.86 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.91 CRITICAL DEPTH(FEET) = 7.86 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 161836.58 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.930 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 11.787 ============================================================================ Problem Descriptions: Elsinore MDP Wasson Canyon Wash Channel Q100=3500 CFS, B=28' S=0.005 RCB 2-7'X14' **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 28.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.005000 UNIFORM FLOW(CFS) = 3500.00 MANNINGS FRICTION FACTOR = 0.0150 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 6.57 FLOW TOP-WIDTH(FEET) = 28.00 FLOW AREA(SQUARE FEET) = 183.98 HYDRAULIC DEPTH(FEET) = 6.57 FLOW AVERAGE VELOCITY(FEET/SEC.) = 19.02 UNIFORM FROUDE NUMBER = 1.308 PRESSURE + MOMENTUM(POUNDS) = 166747.27 AVERAGED VELOCITY HEAD(FEET) = 5.619 SPECIFIC ENERGY(FEET) = 12.190 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 28.00 CRITICAL FLOW AREA(SQUARE FEET) = 220.00 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 7.86 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.91 CRITICAL DEPTH(FEET) = 7.86 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 161836.58 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.930 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 11.787 ============================================================================