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Modeling loads caused by breaking waves striking vertical walls

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Abstract

Breaking waves can have tremendous destructive impact on vertical walls, yet they are poorly understood. By using particle imaging velocimetry (PIV) technology and high-precision pressure transducers, actual breaking wave loads on vertical walls were studied. By simultaneously comparing the flow field structure and wave pressure, the mechanisms of breaking wave pressure could be analyzed. The probability distribution of the peak value of the first impact of a breaking wave was investigated. The results showed that the impact pressure p is mainly distributed in the range of 0.25–2.75 ρν 2, with the greatest possible probability at p/ρν 2 = 0.75.

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References

  • Hou MT, Li YC (1963). Interaction between wave and vertical breakwater. Journal of Dalian University of Technology, 3, 1–28.

    Google Scholar 

  • Kang HG, Sun, YW, Qu XT (2008). Study on mechanism of breaking wave loads on vertical walls. Chinese-German Joint Symposium on Hydraulic and Ocean Engineering, Darmstadt, 433–438.

  • Kirkgoz MS (1995). Breaking wave impact on vertical and sloping coastal structures. Ocean Engineering, 22(1), 45–48.

    Article  Google Scholar 

  • Kirkgoz MS, Akoz MS (2005). Geometrical properties of perfect breaking waves on composite breakwaters. Ocean Engineering, 32, 1994–2006.

    Article  Google Scholar 

  • Li YC, Liu DZ, Su XJ, Qi GP (1997). The irregular wave force on vertical walls. Journal of dynamics, 12(4), 456–469.

    Google Scholar 

  • Li YC, Teng B (2002). Wave Action on Maritime Structures. China Ocean Press, Beijing, 178–191.

    Google Scholar 

  • Liu DZ (1985). Discussion on the formula of breaking wave loads calculation. Coastal Engineering, 4(2), 11–20.

    Google Scholar 

  • Minikin RR (1950). Wind Waves and Maritime Structures. New York, US, 99–101.

  • Ren B, Li XL, Wang YX (2006). Experimental investigation of instantaneous properties of the flow field of wave slamming. Ocean Engineering, 24(4), 68–74.

    Google Scholar 

  • Research group for code of sea port in Dalian University of Technology (1975). Breaking wave force. Journal of Dalian University of Technology, 81–104.

  • Serio FD, Mossa M (2006). Experimental study on the hydrodynamics of regular breaking waves. Coastal Engineering, 53, 99–113.

    Article  Google Scholar 

  • Sun HQ, Kang HG, Li GW (2002). Theory and application of PIV. Journal of Waterway and Harbour, 23(1), 42–45.

    Google Scholar 

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Correspondence to Hai-gui Kang.

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Foundation item: Supported by the National Natural Science Foundation of China under Grant No.50679008.

Hai-gui Kang was born in 1945. He is the professor of Dalian University of Technology. His current research interests include coastal defence engineering, ocean engineering, etc.

Ying-wei Sun was born in 1981. He is the PHD candidate in the Dalian University of Technology. His research fields include numerical simulation of ocean waves, evaluation of marine energy, etc.

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Kang, Hg., Sun, Yw. Modeling loads caused by breaking waves striking vertical walls. J. Marine. Sci. Appl. 9, 163–167 (2010). https://doi.org/10.1007/s11804-010-9027-7

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  • DOI: https://doi.org/10.1007/s11804-010-9027-7

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