Skip to main content
Log in

An experimental study of irregular wave forces on multiple quasi-ellipse caissons

  • Research Papers
  • Published:
Journal of Marine Science and Application Aims and scope Submit manuscript

Abstract

An experimental investigation of irregular wave forces on quasi-ellipse caisson structures is presented. Irregular waves were generated based on the Jonswap spectrum with two significant wave heights, and the spectrum peak periods range from 1.19 s to 1.81 s. Incident wave directions relative to the centre line of the multiple caissons are from 0° to 22.5°. The spacing between caissons ranges from 2 to 3 times that of the width of the caisson. The effects of these parameters on the wave forces of both the perforated and non-perforated caissons were compared and analyzed. It was found that the perforated caisson can reduce wave forces, especially in the transverse direction. Furthermore, the relative interval and incident wave direction have significant effects on the wave forces in the case of multiple caissons.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  • Bai Jingtao, Hu Jiashun (2006). Research on and design of new structure of elliptical caissoned pier. Journal of Port & Waterway Engineering, 395(11), 25–30.

    Google Scholar 

  • Chen Xuefeng, Li Yucheng, Wang Yongxue, Dong Guohai, Bai Xue (2003). Numerical simulation of wave interaction with perforated caisson breakwaters. China Ocean Engineering, 17(1), 33–43.

    Google Scholar 

  • Dong Zhongya (2008). Computation method for floating stability of elliptical caissons. Journal of Port & Waterway Engineering, 411(1), 53–59.

    Google Scholar 

  • Goda Y (1999). A comparative review on the functional forms of directional wave spectrum. Coastal Engineering, 41(1), 1–20.

    Article  Google Scholar 

  • Hasselmann K, Bernett TP, Bocaws E, Carlson H, Cartwright DE, Enke K, Ewing JA, Gienapp H, Hasselmann DE, Kruseman P, Meerburg A, Müller P, Olbers DJ, Richter K, Sell W, Walden H, (1973). Measurement of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP). Erganzungsheft zur Deutsches Hydrographisches Zeitschrift Reihe A8, 12, 7–95.

    Google Scholar 

  • Hou Wei (2008). Dynamic analysis of gravity pier. Master Degree Thesis. Dalian University of Technology, Dalian. (in Chinese)

    Google Scholar 

  • Li Yucheng, Liu Hongjie, Dong Guohai (2005). Reflection of oblique incident waves by perforated caissons with traverse wall. Journal of Hydrodynamics, Ser.B, 17(3), 257–268.

    MATH  Google Scholar 

  • Li Yucheng, Liu Hongjie, Sun Dapeng (2003). Analysis of wave forces induced by the interaction of oblique incident waves with partially-perforated caisson structures. Journal of Hydrodynamics, Ser.A, 18(5), 553–563.

    Google Scholar 

  • Li Yucheng, Liu Hongjie, Teng Bin, Sun Dapeng (2002). Reflection of oblique incident waves breakwaters with partially-perforated wall. China Ocean Engineering, 16(3), 329–342.

    Google Scholar 

  • Liu Yong, Li Yucheng, Teng Bin, Jiang Junjie (2006). Experimental and theoretical investigation of wave forces on a partially-perforated caisson breakwater with a rock-filled core. China Ocean Engineering, 20(2), 179–198.

    Google Scholar 

  • Liu Yong, Li Yucheng, Teng Bin, Jiang Junjie, Ma Baolian (2008). Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters. Coastal Engineering, 55(6), 537–552.

    Article  Google Scholar 

  • Liu Yong, Li Yucheng, Teng Bin (2007). Wave interaction with a perforated wall breakwater with a submerged horizontal porous plate. Ocean Engineering, 34(17–18), 2364–2373.

    Article  Google Scholar 

  • Neelamani S, Koether G, Schuttrumpf H, Muttray M, Oumeraci H (2000). Wave forces on, and water-surface fluctuations around a vertical cylinder encircled by a perforated square caisson. Ocean Engineering, 27(7), 775–800.

    Article  Google Scholar 

  • Ren Xiaozhong, Wang Yongxue, Wang Guoyu (2009). The irregular wave loading on the quasi-ellipse caisson. Journal of Ship & Ocean Engineering, 38(1), 85–89.

    Google Scholar 

  • Suh KD, Park JK, Park WS (2006). Wave reflection from partially perforated-wall caisson breakwater. Ocean Engineering, 33(2), 264–280.

    Article  Google Scholar 

  • Vijayalakshmi K, Neelamani S, Sundaravadivelu R, Murali K (2007). Wave runup on a concentric twin perforated circular cylinder. Ocean Engineering, 34(2), 327–336.

    Article  Google Scholar 

  • Wang Yongxue, Ren Xiaozhong, Wang Guoyu (2011). Numerical simulation of nonlinear wave force on a quasi-ellipse caisson. Journal of Marine Science and Application, 10(3), 265–271.

    Article  MathSciNet  Google Scholar 

  • Zhao Shifeng (2008). Research on the key technologies in the construction of large open style offshore deep-water wharf. Master Degree Thesis, Dalian University of Technology.

    Google Scholar 

  • Zhu Guochun, Ding Jianxin (2007). Design and application of ellipsoidal caisson’s suspended rudder. Journal of China Harbour Engineering, 150(4), 61–62.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Xiaozhong Ren.

Additional information

Foundation item: Supported by the National Natural Science Foundation of China under Grant No. 51109032, and the National Natural Science Foundation of China under Grant No. 50921001.

Xiaozhong Ren was born in 1981. Dr. Ren graduated from Dalian University of Technology. He is an engineer at Dalian Jiucheng Municipal Design Co., Ltd. His research interests include wave interaction with structures and designing of port engineering.

Peng Zhang received his master’s degree from Dalian University of Technology. He is an engineer at CCCC Water Transportation Consultants Co., Ltd. His research interest is designing of port engineering.

Yuxiang Ma, PH.D, associate professor, a researcher at the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, his main research interestsinclude nonlinear water wave theory and wave-structure interaction.

Yufan Meng was born in 1987. She graduated from DaLian Ocean University, with a bachelors degree, assistant engineer. She is working at Dalian Jiucheng Municipal Design Co. Ltd. Her research interests include designing of Ports and Channel Engineering.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Ren, X., Zhang, P., Ma, Y. et al. An experimental study of irregular wave forces on multiple quasi-ellipse caissons. J. Marine. Sci. Appl. 13, 265–273 (2014). https://doi.org/10.1007/s11804-014-1256-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11804-014-1256-8

Keywords

Navigation