EFFECT OF BLOCKAGE RATIO ON FORCE DUE TO BAFFLE BLOCKS

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DC Field	Value	Language
dc.contributor.author	Sethi, Mahavir	-
dc.date.accessioned	2014-12-06T10:43:27Z	-
dc.date.available	2014-12-06T10:43:27Z	-
dc.date.issued	1999	-
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/13526	-
dc.guide	Ojha, C. S. P.	-
dc.description.abstract	Literature on force due to baffle blocks and end sills indicates that with the increase in the blockage ratio, the resistive force will monotonically increase. However, such observations are based on a blockage ratio range of 0 to 0.574. In this study, the effect of blockage ratio on force due to baffle blocks arranged in a single row has been studied. The blockage ratio has been varied from 0 to 1. A set of 160 runs have been collected. Processing of experimental data indicates that the use of blockage ratios in excess of one third does not lead to a significant increase in the , • that for I baffle block force. Thus, the study recommends the 'use of baffle blocks in a should „ single row), with the blockage ratio vary ' between one fourth to one third.	en_US
dc.language.iso	en	en_US
dc.subject	CIVIL ENGINEERING	en_US
dc.subject	BLOCKAGE RATIO	en_US
dc.subject	FORCE	en_US
dc.subject	BAFFLE BLOCKS	en_US
dc.title	EFFECT OF BLOCKAGE RATIO ON FORCE DUE TO BAFFLE BLOCKS	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	G10037	en_US
Appears in Collections:	MASTERS' THESES (Civil Engg)

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