THE STUDY OF HYDRAULIC JUMP IN FLUME EXPANSIONS

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DC Field	Value	Language
dc.contributor.author	Sahgal, P. P.	-
dc.date.accessioned	2014-09-26T07:03:31Z	-
dc.date.available	2014-09-26T07:03:31Z	-
dc.date.issued	1963	-
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/1957	-
dc.guide	Mirajgaoker, A. G.	-
dc.description.abstract	Phis thesis reports the theoretical anniysis and oxperirie tal' Verification conducted to study "Thc hydraulic jump in expansions". The chaunci flume, in w ich the exan— si oni were made, was 3.33 ft. vide and 100 ft. long. Three different expansions, I in 3, 1 in G and I in 10 were tried one after the other. it w s !ound both theoretically awl ex orimentally that the r omentum principle is a;snitcablo to the jumps in expansions. it was a.1 so found that it is more officient,than tUe jump in rectangular channel. Length and hoi.ht of tuc jump were fount to be loss tUUan the length and height of the jump In rectangular channel for to same !'roude s Number.	en_US
dc.language.iso	en	en_US
dc.subject	CIVIL ENGINEERING	en_US
dc.subject	CHANNEL FLUME	en_US
dc.subject	RECTANGULAR CHANNEL	en_US
dc.subject	HYDRAULIC JUMP FLUME EXPANSIONS	en_US
dc.title	THE STUDY OF HYDRAULIC JUMP IN FLUME EXPANSIONS	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	69790	en_US
Appears in Collections:	MASTERS' THESES (Civil Engg)

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