Canal section cheaker (www.theengineeringcommunity.org).xlsx

	B	C	D	E	F	G	H	J	K	N	O	P
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3	DESIGN OF CANAL SECTION
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5		CANAL	pkn							Converter
6		REACH	0	to	1400	m				cusec	=	cumec
7										1	=	0,02832
8					FB =	0,300				35,315	=	1
9					FSD =	1,000
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11					BW =	70,000				Feet	=	meter
12					Proposed canal section					1	=	0,3048
13		Design Data				Calculate data				4,42935	=	1,35
14	1	Discharge		172,000	cumec	1	Wetted Perimeter	72,00	mt
15	2	Bed Width		70,000	mt	2	Cross sectional Area	70,00	sqmt
16	3	F.S.D.		1,000	mt	3	Hydrolic mean depth	0,972	mt
17	4	Free Board		0,300	mt	4	Valocity	1,756	mt/sec
18	5	Bed Slope		500		5	Discharge passes	778,00	cumec
19	6	Rougosity coefficent		0,025		6	Critical valocity	0,550	mt/sec
20						7	C.V.R.	3,19
21						8	Losses	0,06	cumec
22	pk_nandwana@yahoo.co.in			Discharge passes is more than required Hence O.K.
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