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 =	0,457				35,315	=	1
9					FSD =	1,350
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11					BW =	4,877				Feet	=	meter
12					Proposed canal section					1	=	0,3048
13		Design Data				Calculate data				4,42935	=	1,35
14	1	Discharge		3,257	cumec	1	Wetted Perimeter	7,58	mt
15	2	Bed Width		4,877	mt	2	Cross sectional Area	6,58	sqmt
16	3	F.S.D.		1,350	mt	3	Hydrolic mean depth	0,869	mt
17	4	Free Board		0,457	mt	4	Valocity	0,506	mt/sec
18	5	Bed Slope		10000		5	Discharge passes	3,33	cumec
19	6	Rougosity coefficent		0,018		6	Critical valocity	0,667	mt/sec
20						7	C.V.R.	0,76
21						8	Losses	0,01	cumec
22	pk_nandwana@yahoo.co.in			Discharge passes is more than required Hence O.K.
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