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HomeMy WebLinkAboutDRAWING DISCHARGE FROM 6" PIPE Q= CA "/ 2gh C= 0.80 = 1.51 CFS A= AREA OF 6" PIPE = 0.20 sf. g= 32.2 ft. /sec ? h= head above the orifice = 1.38 ft. FLOW IN CHANNEL FROM MANNING'S EQUATION, DEPTH OF WATER IN OUTFALL DITCH = 0.46' Q= A (1.49/n) R (213) S /2) n= 0.025 S= 0.12% Q= 1.51 CFS BERM NATURAL GROUND / % / \ , 0.46 MATCH NATURAL 5" CONC., 5 SACK 3000 P.S.I. GROUND © 28 DAYS W/ #3 BARS, 12" 2' CONC. FLUME C. C. E. W. CONCRETE FLUME/ DITCH SECTION NTS a / U / SCALE: REVISION 1 1 , f %l� BROOKS & SPARKS, IN C 1' =40' 1 ° •'•" • •E"r�il CONSULTING ENGINEERING DATE: SHEET NO.: * * '� '• * / I a 06/08/04 013 SEAN P. ROONEY .. Y • • -� • 91977 • KWIK KAR LUBE & TUNE c00 v Tor �.� ••'���= ROCK PRAIRIE ROAD m �+ F s ''�F N • S •• `� COLLEGE STATION, TEXAS 77845 o ( �l � A FNG" 0 k /Tr f X o i 'z Oct{ ,1 R' JQj R .7.:,n,..9., � �A.HALT NC'&1. C h 'Q. :_ „ B, a a. n CONCRETE ti_, +nwic ..� S d� - _ _; /J, o at. eB � i � � _,. 1.57 -- a,7s -- .. 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