期刊文献+

Effect of Under Connected Plates on the Hydrodynamic Efficiency of the Floating Breakwater 被引量:17

Effect of Under Connected Plates on the Hydrodynamic Efficiency of the Floating Breakwater
在线阅读 下载PDF
导出
摘要 In this paper, the hydrodynamic efficiency of a floating breakwater system is experimentally studied by use of physical models. Regular waves with wide ranges of wave heights and periods are tested. The efficiency of the breakwater is presented as a function of the wave transmission, reflection, and energy dissipation coefficients. Different parameters affecting the breakwater efficiency are investigated, e.g. the number of the under connected vertical plates, the length of the mooring wire, and the wave length. It is found that, the transmission coefficient kt decreases with the increase of the relative breakwater width B/L, the number of plates n and the relative wire length l/h, while the reflection coefficient kr takes the opposite trend. Therefore, it is possible to achieve kt values smaller than 0.25 and kr values larger than 0.80 when B/L is larger than 0.25 for the case of l/h-1.5 and n=4. In addition, empirical equations used for estimating the transmission and reflection coefficients are developed by using the dimensionless analysis, regression analysis and measured data and verified by different theoretical and experimental results. In this paper, the hydrodynamic efficiency of a floating breakwater system is experimentally studied by use of physical models. Regular waves with wide ranges of wave heights and periods are tested. The efficiency of the breakwater is presented as a function of the wave transmission, reflection, and energy dissipation coefficients. Different parameters affecting the breakwater efficiency are investigated, e.g. the number of the under connected vertical plates, the length of the mooring wire, and the wave length. It is found that, the transmission coefficient kt decreases with the increase of the relative breakwater width B/L, the number of plates n and the relative wire length l/h, while the reflection coefficient kr takes the opposite trend. Therefore, it is possible to achieve kt values smaller than 0.25 and kr values larger than 0.80 when B/L is larger than 0.25 for the case of l/h-1.5 and n=4. In addition, empirical equations used for estimating the transmission and reflection coefficients are developed by using the dimensionless analysis, regression analysis and measured data and verified by different theoretical and experimental results.
出处 《China Ocean Engineering》 SCIE EI CSCD 2014年第3期349-362,共14页 中国海洋工程(英文版)
关键词 floating breakwaters vertical plates regular waves TRANSMISSION REFLECTION energy dissipation floating breakwaters vertical plates regular waves transmission reflection energy dissipation
  • 相关文献

参考文献34

  • 1Bayram, A., 2000. Experimental study of a sloping float breakwater, Ocean Eng., 27(4): 445-453.
  • 2Behzad, M. and Akbari, M., 2007. Experimental investigation on response and efficiency of moored pontoon type floating breakwaters, Iranian Journal of Science & Technology, Engineering, 31(1): 95-99.
  • 3Brebner, A. and Ofuya, A. 0., 1968. Floating breakwaters, Proceedings of 11th Conference on Coastal Engineering, London, United Kingdom, 1055-1085.
  • 4Carr, J. H., 1951. Mobile breakwater, Proceeding of 2nd Conference on Coastal Engineering, Houston, Texas, 281-295.
  • 5Carver, R. D., 1979. Floating Breakwater Wave-Attenuation Tests for East Bay Marina, Olympia Harbor, Washington: Hydraulic Model Investigation, Technical Report HL79-13, U. S. Army Engineer Waterways Experiment Station, CE, Vicksburg, Mississippi.
  • 6Carver, R. D. and Davidson, D. D., 1983. Slopping floating breakwater model study, Proceeding of the Specialty Conference on Design Construction, Maintenance and Performance of Coastal Structures 83A, 417-432.
  • 7Dean, R. and Dalrymple, R. A., 1984. Wave Mechanics for Engineering and. Scientists, Prentice Hall, Inc., Englewood, Cliffs, New Jersey.
  • 8Drimer, N., Agnon, Y. and Stiassnie, M., 1992. A simplified analytical model for a floating breakwater in water of finite depth, Appl. Ocean Res., 14(1): 33-41.
  • 9Dong, G. H., Zheng, Y. N., Lia, Y. C., Teng, B., Guan, C. T. and Lin, D. F., 2008. Experiments on wave transmission coefficients of floating breakwaters, Ocean Eng., 35(8-9): 931 -938.
  • 10Gesraha, M. R., 1995. Hydrodynamic of Floating Pontoons Under Oblique Waves, MSc. Thesis, Irrigation and Hydraulics Department, Faculty of Engineering, Cairo University, Cairo, Egypt.

同被引文献84

引证文献17

二级引证文献47

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部