Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/13526
Title: EFFECT OF BLOCKAGE RATIO ON FORCE DUE TO BAFFLE BLOCKS
Authors: Sethi, Mahavir
Keywords: CIVIL ENGINEERING;BLOCKAGE RATIO;FORCE;BAFFLE BLOCKS
Issue Date: 1999
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.
URI: http://hdl.handle.net/123456789/13526
Other Identifiers: M.Tech
Research Supervisor/ Guide: Ojha, C. S. P.
metadata.dc.type: M.Tech Dessertation
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

Files in This Item:
File Description SizeFormat 
CED G10037.pdf1.4 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.