Deep-water plunging breakers: a comparison between potential theory and experiments
The primary objective of this paper is to provide a detailed confirmation of the validity of potential-flow theory for describing steep gravity waves produced in an experimental tank. Very high-resolution computations are carried out which use a refined mixed Eulerian-Lagrangian solution scheme unde...
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Veröffentlicht in: | Journal of fluid mechanics 1988-04, Vol.189, p.423-442 |
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container_title | Journal of fluid mechanics |
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creator | Dommermuth, Douglas G. Yue, Dick K. P. Lin, W. M. Rapp, R. J. Chan, E. S. Melville, W. K. |
description | The primary objective of this paper is to provide a detailed confirmation of the validity of potential-flow theory for describing steep gravity waves produced in an experimental tank. Very high-resolution computations are carried out which use a refined mixed Eulerian-Lagrangian solution scheme under the assumptions of potential flow. The numerical results for a plunging breaker produced by a programmed piston-type wavemaker are found to be in excellent agreement with tank measurements up to and including overturning. The calculated free-surface elevations are almost indistinguishable from measured profiles, even close to where the wave plunges. The horizontal and vertical water-particle velocities measured with a laser anemometer throughout the water depth at two longitudinal stations are also well predicted by the theory. In contrast to the fully nonlinear theory, predictions based on linearized theory become poorer as the wave packet moves down the tank. To allow other investigators to evaluate the computations and experiments, the Fourier amplitudes and phases which completely specify the time history of the wavemaker's velocity are given in Appendix B. |
doi_str_mv | 10.1017/S0022112088001089 |
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P. ; Lin, W. M. ; Rapp, R. J. ; Chan, E. S. ; Melville, W. K.</creator><creatorcontrib>Dommermuth, Douglas G. ; Yue, Dick K. P. ; Lin, W. M. ; Rapp, R. J. ; Chan, E. S. ; Melville, W. K.</creatorcontrib><description>The primary objective of this paper is to provide a detailed confirmation of the validity of potential-flow theory for describing steep gravity waves produced in an experimental tank. Very high-resolution computations are carried out which use a refined mixed Eulerian-Lagrangian solution scheme under the assumptions of potential flow. The numerical results for a plunging breaker produced by a programmed piston-type wavemaker are found to be in excellent agreement with tank measurements up to and including overturning. The calculated free-surface elevations are almost indistinguishable from measured profiles, even close to where the wave plunges. The horizontal and vertical water-particle velocities measured with a laser anemometer throughout the water depth at two longitudinal stations are also well predicted by the theory. In contrast to the fully nonlinear theory, predictions based on linearized theory become poorer as the wave packet moves down the tank. To allow other investigators to evaluate the computations and experiments, the Fourier amplitudes and phases which completely specify the time history of the wavemaker's velocity are given in Appendix B.</description><identifier>ISSN: 0022-1120</identifier><identifier>EISSN: 1469-7645</identifier><identifier>DOI: 10.1017/S0022112088001089</identifier><identifier>CODEN: JFLSA7</identifier><language>eng</language><publisher>Cambridge, UK: Cambridge University Press</publisher><subject>Applied fluid mechanics ; Exact sciences and technology ; Fluid dynamics ; Fundamental areas of phenomenology (including applications) ; Hydrodynamics, hydraulics, hydrostatics ; Marine ; Physics</subject><ispartof>Journal of fluid mechanics, 1988-04, Vol.189, p.423-442</ispartof><rights>1988 Cambridge University Press</rights><rights>1988 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c451t-b342e54f1e153ad1d910529b280dab69c5e1a9cfea57438baababcabcc35f4933</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.cambridge.org/core/product/identifier/S0022112088001089/type/journal_article$$EHTML$$P50$$Gcambridge$$H</linktohtml><link.rule.ids>164,314,776,780,27901,27902,55603</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=7783589$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Dommermuth, Douglas G.</creatorcontrib><creatorcontrib>Yue, Dick K. 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The calculated free-surface elevations are almost indistinguishable from measured profiles, even close to where the wave plunges. The horizontal and vertical water-particle velocities measured with a laser anemometer throughout the water depth at two longitudinal stations are also well predicted by the theory. In contrast to the fully nonlinear theory, predictions based on linearized theory become poorer as the wave packet moves down the tank. To allow other investigators to evaluate the computations and experiments, the Fourier amplitudes and phases which completely specify the time history of the wavemaker's velocity are given in Appendix B.</description><subject>Applied fluid mechanics</subject><subject>Exact sciences and technology</subject><subject>Fluid dynamics</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Hydrodynamics, hydraulics, hydrostatics</subject><subject>Marine</subject><subject>Physics</subject><issn>0022-1120</issn><issn>1469-7645</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1988</creationdate><recordtype>article</recordtype><recordid>eNp9kE9Lw0AQxRdRsFY_gLc9iLfoTjabP96kahUUkep5md1MajTdxN2U6rc3tcWLIAzM4f3e8OYxdgziDARk5zMh4hggFnkuBIi82GEjSNIiytJE7bLRWo7W-j47COFtYKQoshGbXRF10Qp78rxrlm5euzk3nvCdfLjgyG276NDXoXXcUL8icrxre3J9jQ3vX6n1XxxdyemzI18vBiEcsr0Km0BH2z1mLzfXz5Pb6P5xeje5vI9soqCPjExiUkkFBEpiCWUBQsWFiXNRokkLqwiwsBWhyhKZG0SDxg5jpaqSQsoxO93c7Xz7saTQ60UdLDUNOmqXQYOCGNafjhlsQOvbEDxVuhuiov_SIPS6Pv2nvsFzsj2OwWJTeXS2Dr_GLMul-sGiDVaHnj5_ZfTvOs1kpnQ6fdLTaaLUw8NEzwZebqPgwvi6nJN-a5feDT39E-Yb-JKOxA</recordid><startdate>19880401</startdate><enddate>19880401</enddate><creator>Dommermuth, Douglas G.</creator><creator>Yue, Dick K. 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K.</creatorcontrib><collection>Istex</collection><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Journal of fluid mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Dommermuth, Douglas G.</au><au>Yue, Dick K. P.</au><au>Lin, W. M.</au><au>Rapp, R. J.</au><au>Chan, E. S.</au><au>Melville, W. K.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Deep-water plunging breakers: a comparison between potential theory and experiments</atitle><jtitle>Journal of fluid mechanics</jtitle><addtitle>J. Fluid Mech</addtitle><date>1988-04-01</date><risdate>1988</risdate><volume>189</volume><spage>423</spage><epage>442</epage><pages>423-442</pages><issn>0022-1120</issn><eissn>1469-7645</eissn><coden>JFLSA7</coden><abstract>The primary objective of this paper is to provide a detailed confirmation of the validity of potential-flow theory for describing steep gravity waves produced in an experimental tank. Very high-resolution computations are carried out which use a refined mixed Eulerian-Lagrangian solution scheme under the assumptions of potential flow. The numerical results for a plunging breaker produced by a programmed piston-type wavemaker are found to be in excellent agreement with tank measurements up to and including overturning. The calculated free-surface elevations are almost indistinguishable from measured profiles, even close to where the wave plunges. The horizontal and vertical water-particle velocities measured with a laser anemometer throughout the water depth at two longitudinal stations are also well predicted by the theory. In contrast to the fully nonlinear theory, predictions based on linearized theory become poorer as the wave packet moves down the tank. To allow other investigators to evaluate the computations and experiments, the Fourier amplitudes and phases which completely specify the time history of the wavemaker's velocity are given in Appendix B.</abstract><cop>Cambridge, UK</cop><pub>Cambridge University Press</pub><doi>10.1017/S0022112088001089</doi><tpages>20</tpages></addata></record> |
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subjects | Applied fluid mechanics Exact sciences and technology Fluid dynamics Fundamental areas of phenomenology (including applications) Hydrodynamics, hydraulics, hydrostatics Marine Physics |
title | Deep-water plunging breakers: a comparison between potential theory and experiments |
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