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Experiments on Transformation and Run-Up of Wave Trains

Experiments on Transformation and Run-Up of Wave Trains
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摘要 This paper. details experiments undertaken in the UK Coastal Research Facility (CRF)at Hy draulies Research (HR), Wallingford, on transformation and run-up of wave trains. The purpose of these experiments is to provide verification data for numerical models of wave transformation in shoaling. surf and swash zones. This is the kind of data ih:lt flume experiments are unable to provide, and is collected in the highly controlled environment of CRF where extrinsic factors present in the field are not an issue. The experiments concerning wave trains are undertaken by use of existing wave generation software, and the run-up measurements are made with large experimental run-up gauges. This paper. details experiments undertaken in the UK Coastal Research Facility (CRF)at Hy draulies Research (HR), Wallingford, on transformation and run-up of wave trains. The purpose of these experiments is to provide verification data for numerical models of wave transformation in shoaling. surf and swash zones. This is the kind of data ih:lt flume experiments are unable to provide, and is collected in the highly controlled environment of CRF where extrinsic factors present in the field are not an issue. The experiments concerning wave trains are undertaken by use of existing wave generation software, and the run-up measurements are made with large experimental run-up gauges.
出处 《China Ocean Engineering》 SCIE EI 2000年第3期329-337,共9页 中国海洋工程(英文版)
基金 This project was supported by the Flood and Coastal Defense Commission of UK(FD0204) the National Natural Science Foundation of China(59809001)
关键词 EXPERIMENT TRANSFORMATION wave train RUN-UP random waves regular waves experiment transformation wave train run-up random waves regular waves
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参考文献5

  • 1[1]Bames, T. C. D.. 1995. Low Frequency..i. W aler W are Generation on Beache.v. Ph. D. Thesis. Bristol U niversity.
  • 2[2]Masc. H.. 1995. Frequency Dovn-Shift of Swash Oscillations Conpared to Incident Waves.J. Hrdranlies Research. 33,397~411.
  • 3[3]Nevland. D. E.. 1993. Random ihrations. Spectral and W arelysis Analysis. Longmaan.Sawaragi, T.. 1995. Coastal Engineering Waves, Beaches, Waves-Structure Interactions, Elsevier.
  • 4[4]Watson. G., Bames, T. C. D. and Peregrine. D. H., 1995. The Generation of Low Frequency Waves by a Single GroupIncident on a Beach, Proe. 24th ICCE. Kobe, 1,776~790.
  • 5[5]Whitham, G. B., 1974. Linear and Nonlinear W ares, Wiley Interscience.

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