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*************************************************************************** <br /> HYDRAULIC ELEMENTS - I PROGRAM PACKAGE <br /> (C) Copyright 1982-93 Advanced Engineering Software (aes) <br /> Ver. 3.2A Release Date: 7/20/93 License ID 1211 <br /> Analysis prepared by: <br /> BRYAN A. STIRRAT & ASSOCIATES <br /> 1360 VALLEY VISTA DRIVE <br /> DIAMOND BAR, CALIFORNIA 91765 <br /> (909) 860-7777 * FAX (909) 860-8017 <br /> ---------------------------------------------------------------------------- <br /> TIME/DATE OF STUDY: 21:32 8/13/2003 <br /> ************************** DESCRIPTION OF STUDY ************************** <br /> * Spillway Chute at 8' Wide <br /> * * <br /> * * <br /> ************************************************************************** <br /> **************************************************************************** <br /> »»CHANNEL INPUT INFORMATION<<<< <br /> ---------------------------------------------------------------------------- <br /> NORMAL DEPTH(FEET) = 1.50 <br /> CHANNEL Zl (HORIZONTAL/VERTICAL) = 3.00 <br /> Z2 (HORIZONTAL/VERTICAL) = 3.00 <br /> BASEWIDTH (FEET) = 8.00 <br /> CONSTANT CHANNEL SLOPE(FEET/FEET) _ .079000 <br /> MANNINGS FRICTION FACTOR = .0150 <br /> NORMAL-DEPTH FLOW INFORMATION: <br /> ---------------------------------------------------------------------------- <br /> >>>>> NORMAL DEPTH FLOW(CFS) = 546. 94 <br /> FLOW TOP-WIDTH(FEET) = 17 .00 <br /> FLOW AREA(SQUARE FEET) = 18.75 <br /> HYDRAULIC DEPTH(FEET) = 1.10 <br /> FLOW AVERAGE VELOCITY(FEET/SEC. ) = 29.17 <br /> UNIFORM FROUDE NUMBER = 4 .895 <br /> PRESSURE + MOMENTUM(POUNDS) = 31689.33 <br /> AVERAGED VELOCITY HEAD(FEET) = 13.212 <br /> SPECIFIC ENERGY(FEET) = 14 .712 <br /> CRITICAL-DEPTH FLOW INFORMATION: <br /> ---------------------------------------------------------------------------- <br /> CRITICAL FLOW TOP-WIDTH (FEET) = 28.96 <br /> CRITICAL FLOW AREA(SQUARE FEET) = 64.58 <br /> CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.23 <br /> CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC. ) = 8.47 <br /> CRITICAL DEPTH (FEET) = 3.49 <br /> CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 14685.74 <br /> AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.114 <br /> CRITICAL FLOW SPECIFIC ENERGY(FEET) = 4 .608 <br /> ************************** DESCRIPTION OF STUDY ************************** <br /> Spillway Chute at 25' Wide <br />