Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/46757
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dc.contributor.author | Tijsseling, A. | - |
dc.contributor.author | Lambert, M. | - |
dc.contributor.author | Simpson, A. | - |
dc.contributor.author | Stephens, M. | - |
dc.contributor.author | Vitkovsky, J. | - |
dc.contributor.author | Bergant, A. | - |
dc.date.issued | 2008 | - |
dc.identifier.citation | Journal of Sound and Vibration, 2008; 310(3):718-728 | - |
dc.identifier.issn | 0022-460X | - |
dc.identifier.issn | 1095-8568 | - |
dc.identifier.uri | http://hdl.handle.net/2440/46757 | - |
dc.description.abstract | Half a century ago Richard Skalak [see T.C. Skalak, A dedication in memoriam of Dr. Richard Skalak, Annual Review of Biomedical Engineering 1 (1999) 1-18] published a paper with the title "An extension of the theory of water hammer" [R. Skalak, An Extension of the Theory of Water Hammer, PhD Thesis, Faculty of Pure Science, Columbia University, New York, USA, 1954; R. Skalak, An extension of the theory of water hammer, Water Power 7/8 (1955/1956) 458-462/17-22; R. Skalak, An extension of the theory of water hammer, Transactions of the ASME 78 (1956) 105-116], which has been the basis of much subsequent work on hydraulic transients with fluid-structure interaction (FSI). The paper considers the propagation of pressure waves in liquid-filled pipes and the coupled radial/axial response of the pipe walls. In a tribute to Skalak's work, his paper is revisited and some of his less-known results are used to assess the dispersion of pressure waves in long-distance pipelines. Skalak's theory predicts that the spreading of wave fronts due to FSI is small, at most of the order of 10 pipe diameters. © 2007 Elsevier Ltd. All rights reserved. | - |
dc.description.statementofresponsibility | Arris S. Tijsseling, Martin F. Lambert, Angus R. Simpson, Mark L. Stephens, John P. Vítkovský, and Anton Bergant | - |
dc.description.uri | http://www.elsevier.com/wps/find/journaldescription.cws_home/622899/description#description | - |
dc.language.iso | en | - |
dc.publisher | Academic Press Ltd Elsevier Science Ltd | - |
dc.relation.ispartof | EUROMECH Colloquium 484 on Wave Mechanics and Stability of Long Flexible Structures Subject to Moving Loads and Flows | - |
dc.rights | Copyright © 2007 Elsevier | - |
dc.source.uri | http://dx.doi.org/10.1016/j.jsv.2007.10.037 | - |
dc.title | Skalak's extended theory of water hammer | - |
dc.type | Journal article | - |
dc.identifier.doi | 10.1016/j.jsv.2007.10.037 | - |
pubs.publication-status | Published | - |
dc.identifier.orcid | Lambert, M. [0000-0001-8272-6697] | - |
dc.identifier.orcid | Simpson, A. [0000-0003-1633-0111] | - |
dc.identifier.orcid | Stephens, M. [0000-0001-7350-6430] | - |
Appears in Collections: | Aurora harvest 2 Civil and Environmental Engineering publications Environment Institute publications |
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hdl_46757.pdf | Accepted version | 473.48 kB | Adobe PDF | View/Open |
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