Loading...
HomeMy WebLinkAboutEast Lake RCB 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: 15:47 11/18/2015 ============================================================================ Problem Descriptions: **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.80 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) = 832.13 FLOW TOP-WIDTH(FEET) = 12.00 FLOW AREA(SQUARE FEET) = 69.60 HYDRAULIC DEPTH(FEET) = 5.80 FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.96 UNIFORM FROUDE NUMBER = 0.875 PRESSURE + MOMENTUM(POUNDS) = 31874.81 AVERAGED VELOCITY HEAD(FEET) = 2.220 SPECIFIC ENERGY(FEET) = 8.020 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 12.00 CRITICAL FLOW AREA(SQUARE FEET) = 63.67 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 5.31 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.07 CRITICAL DEPTH(FEET) = 5.31 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 31615.73 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.652 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.958 ============================================================================ Problem Descriptions: **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.80 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 12.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.005000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 1074.28 FLOW TOP-WIDTH(FEET) = 12.00 FLOW AREA(SQUARE FEET) = 69.60 HYDRAULIC DEPTH(FEET) = 5.80 FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.44 UNIFORM FROUDE NUMBER = 1.129 PRESSURE + MOMENTUM(POUNDS) = 44728.15 AVERAGED VELOCITY HEAD(FEET) = 3.699 SPECIFIC ENERGY(FEET) = 9.499 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 12.00 CRITICAL FLOW AREA(SQUARE FEET) = 75.49 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.29 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.23 CRITICAL DEPTH(FEET) = 6.29 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 44442.90 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.145 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 9.435 ============================================================================ Problem Descriptions: **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 5.80 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) = 1210.86 FLOW TOP-WIDTH(FEET) = 16.00 FLOW AREA(SQUARE FEET) = 92.80 HYDRAULIC DEPTH(FEET) = 5.80 FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.05 UNIFORM FROUDE NUMBER = 0.955 PRESSURE + MOMENTUM(POUNDS) = 47410.48 AVERAGED VELOCITY HEAD(FEET) = 2.644 SPECIFIC ENERGY(FEET) = 8.444 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 16.00 CRITICAL FLOW AREA(SQUARE FEET) = 89.97 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 5.62 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 13.46 CRITICAL DEPTH(FEET) = 5.62 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 47364.94 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.813 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 8.436 ============================================================================ Problem Descriptions: **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.90 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 24.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 2577.66 FLOW TOP-WIDTH(FEET) = 24.00 FLOW AREA(SQUARE FEET) = 165.60 HYDRAULIC DEPTH(FEET) = 6.90 FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.57 UNIFORM FROUDE NUMBER = 1.044 PRESSURE + MOMENTUM(POUNDS) = 113404.03 AVERAGED VELOCITY HEAD(FEET) = 3.762 SPECIFIC ENERGY(FEET) = 10.662 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 24.00 CRITICAL FLOW AREA(SQUARE FEET) = 170.43 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 7.10 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.12 CRITICAL DEPTH(FEET) = 7.10 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 113310.42 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.552 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 10.653 ============================================================================ Problem Descriptions: **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 7.50 CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 24.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.003000 MANNINGS FRICTION FACTOR = 0.0140 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH FLOW(CFS) = 2900.89 FLOW TOP-WIDTH(FEET) = 24.00 FLOW AREA(SQUARE FEET) = 180.00 HYDRAULIC DEPTH(FEET) = 7.50 FLOW AVERAGE VELOCITY(FEET/SEC.) = 16.12 UNIFORM FROUDE NUMBER = 1.037 PRESSURE + MOMENTUM(POUNDS) = 132718.06 AVERAGED VELOCITY HEAD(FEET) = 4.033 SPECIFIC ENERGY(FEET) = 11.533 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 24.00 CRITICAL FLOW AREA(SQUARE FEET) = 184.39 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 7.68 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 15.73 CRITICAL DEPTH(FEET) = 7.68 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 132640.66 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.843 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 11.526 ============================================================================ Problem Descriptions: **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< ---------------------------------------------------------------------------- PIPE DIAMETER(FEET) = 6.000 FLOWDEPTH(FEET) = 6.000 PIPE SLOPE(FEET/FEET) = 0.0030 MANNINGS FRICTION FACTOR = 0.013000 >>>>> NORMAL DEPTH FLOW(CFS) = 231.97 ============================================================================ Problem Descriptions: **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< ---------------------------------------------------------------------------- PIPE DIAMETER(FEET) = 6.500 FLOWDEPTH(FEET) = 6.400 PIPE SLOPE(FEET/FEET) = 0.0030 MANNINGS FRICTION FACTOR = 0.013000 >>>>> NORMAL DEPTH FLOW(CFS) = 301.76 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 6.40 FLOW AREA(SQUARE FEET) = 33.08 FLOW TOP-WIDTH(FEET) = 1.600 FLOW PRESSURE + MOMENTUM(POUNDS) = 11864.04 FLOW VELOCITY(FEET/SEC.) = 9.123 FLOW VELOCITY HEAD(FEET) = 1.292 HYDRAULIC DEPTH(FEET) = 20.67 FROUDE NUMBER = 0.354 SPECIFIC ENERGY(FEET) = 7.69 ============================================================================ Problem Descriptions: **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< ---------------------------------------------------------------------------- PIPE DIAMETER(FEET) = 4.000 FLOWDEPTH(FEET) = 3.900 PIPE SLOPE(FEET/FEET) = 0.0050 MANNINGS FRICTION FACTOR = 0.013000 >>>>> NORMAL DEPTH FLOW(CFS) = 107.84 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 3.90 FLOW AREA(SQUARE FEET) = 12.48 FLOW TOP-WIDTH(FEET) = 1.249 FLOW PRESSURE + MOMENTUM(POUNDS) = 3295.82 FLOW VELOCITY(FEET/SEC.) = 8.639 FLOW VELOCITY HEAD(FEET) = 1.159 HYDRAULIC DEPTH(FEET) = 9.99 FROUDE NUMBER = 0.482 SPECIFIC ENERGY(FEET) = 5.06 ============================================================================