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Article: Generation of solitary waves by forward- and backward-step bottom forcing
Title | Generation of solitary waves by forward- and backward-step bottom forcing |
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Authors | |
Keywords | Engineering Hydraulic engineering physics |
Issue Date | 2001 |
Publisher | Cambridge University Press. The Journal's web site is located at http://journals.cambridge.org/action/displayJournal?jid=FLM |
Citation | Journal of Fluid Mechanics, 2001, v. 432 n. 1, p. 341-350 How to Cite? |
Abstract | A finite difference method based on the Euler equations is developed for computing waves and wave resistance due to different bottom topographies moving steadily at the critical velocity in shallow water. A two-dimensional symmetric and slowly
varying bottom topography, as a forcing for wave generation, can be viewed as a combination of fore and aft parts. For a positive topography (a bump), the fore part is a forward-step forcing, which contributes to the generation of upstream-advancing solitary waves, whereas the aft part is a backward-step forcing to which a depressed water surface region and a trailing wavetrain are attributed. These two wave systems respectively radiate upstream and downstream without mutual interaction. For a negative topography (a hollow), the fore part is a backward step and the aft part is a forward step. The downstream-radiating waves generated by the backwardstep forcing at the fore part will interact with the upstream-running waves generated by the forward-step forcing at the aft. Therefore, the wave system generated by a negative topography is quite different from that by a positive topography. The generation period of solitary waves is slightly longer and the instantaneous drag fluctuation is skewed for a negative topography. When the length of the negative topography increases, the oscillation of the wave-resistance coeffcient with time does not coincide with the period of solitary wave emission. |
Persistent Identifier | http://hdl.handle.net/10722/42135 |
ISSN | 2023 Impact Factor: 3.6 2023 SCImago Journal Rankings: 1.565 |
ISI Accession Number ID |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Zhang, D | en_HK |
dc.contributor.author | Chwang, ATY | en_HK |
dc.date.accessioned | 2007-01-08T02:29:57Z | - |
dc.date.available | 2007-01-08T02:29:57Z | - |
dc.date.issued | 2001 | en_HK |
dc.identifier.citation | Journal of Fluid Mechanics, 2001, v. 432 n. 1, p. 341-350 | en_HK |
dc.identifier.issn | 0022-1120 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/42135 | - |
dc.description.abstract | A finite difference method based on the Euler equations is developed for computing waves and wave resistance due to different bottom topographies moving steadily at the critical velocity in shallow water. A two-dimensional symmetric and slowly varying bottom topography, as a forcing for wave generation, can be viewed as a combination of fore and aft parts. For a positive topography (a bump), the fore part is a forward-step forcing, which contributes to the generation of upstream-advancing solitary waves, whereas the aft part is a backward-step forcing to which a depressed water surface region and a trailing wavetrain are attributed. These two wave systems respectively radiate upstream and downstream without mutual interaction. For a negative topography (a hollow), the fore part is a backward step and the aft part is a forward step. The downstream-radiating waves generated by the backwardstep forcing at the fore part will interact with the upstream-running waves generated by the forward-step forcing at the aft. Therefore, the wave system generated by a negative topography is quite different from that by a positive topography. The generation period of solitary waves is slightly longer and the instantaneous drag fluctuation is skewed for a negative topography. When the length of the negative topography increases, the oscillation of the wave-resistance coeffcient with time does not coincide with the period of solitary wave emission. | en_HK |
dc.format.extent | 444824 bytes | - |
dc.format.extent | 3856 bytes | - |
dc.format.mimetype | application/pdf | - |
dc.format.mimetype | text/plain | - |
dc.language | eng | en_HK |
dc.publisher | Cambridge University Press. The Journal's web site is located at http://journals.cambridge.org/action/displayJournal?jid=FLM | en_HK |
dc.relation.ispartof | Journal of Fluid Mechanics | - |
dc.rights | Journal of Fluid Mechanics. Copyright © Cambridge University Press. | en_HK |
dc.subject | Engineering | en_HK |
dc.subject | Hydraulic engineering physics | en_HK |
dc.title | Generation of solitary waves by forward- and backward-step bottom forcing | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0022-1120&volume=432&issue=1&spage=341&epage=350&date=2001&atitle=Generation+of+solitary+waves+by+forward-+and+backward-step+bottom+forcing | en_HK |
dc.description.nature | published_or_final_version | en_HK |
dc.identifier.scopus | eid_2-s2.0-0035836717 | - |
dc.identifier.hkuros | 58244 | - |
dc.identifier.isi | WOS:000168422100011 | - |
dc.identifier.issnl | 0022-1120 | - |