Article: Generation of solitary waves by forward- and backward-step bottom forcing
| Title | Generation of solitary waves by forward- and backward-step bottom forcing |
|---|---|
| Authors | Zhang, D Chwang, ATY |
| 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. |
| ISSN | 0022-1120 2011 Impact Factor: 2.459 2011 SCImago Journal Rankings: 0.139 |
| dc.contributor.author | Zhang, D |
|---|---|
| dc.contributor.author | Chwang, ATY |
| dc.date.accessioned | 2007-01-08T02:29:57Z |
| dc.date.available | 2007-01-08T02:29:57Z |
| dc.date.issued | 2001 |
| 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. |
| dc.description.nature | published_or_final_version |
| dc.format.extent | 444824 bytes |
| dc.format.extent | 3856 bytes |
| dc.format.mimetype | application/pdf |
| dc.format.mimetype | text/plain |
| dc.identifier.citation | Journal of Fluid Mechanics, 2001, v. 432 n. 1, p. 341-350 [How to Cite?] |
| dc.identifier.hkuros | 58244 |
| dc.identifier.issn | 0022-1120 2011 Impact Factor: 2.459 2011 SCImago Journal Rankings: 0.139 |
| dc.identifier.openurl | ![]() |
| dc.identifier.scopus | eid_2-s2.0-0035836717 |
| dc.identifier.uri | http://hdl.handle.net/10722/42135 |
| dc.language | eng |
| dc.publisher | Cambridge University Press. The Journal's web site is located at http://journals.cambridge.org/action/displayJournal?jid=FLM |
| dc.rights | Journal of Fluid Mechanics. Copyright © Cambridge University Press. |
| dc.rights | Creative Commons: Attribution 3.0 Hong Kong License |
| dc.subject | Engineering |
| dc.subject | Hydraulic engineering physics |
| dc.title | Generation of solitary waves by forward- and backward-step bottom forcing |
| dc.type | Article |
Author Affiliations
- The University of Hong Kong


