期刊文献+

圆弧型贯底式防波堤防浪效果的解析研究 被引量:10

Analytical research on the sheltering effect on arc-shaped bottom-mounted breakwaters
下载PDF
导出
摘要 给出了圆弧型贯底式防波堤防浪效果计算的解析方法。假定防波堤刚性、薄壁、不透浪,水深恒定。假想存在一个圆柱面,把流场划分为内外区域,在每个区域上将速度势用特征函数展开,然后在它们的公共边界上进行匹配,匹配的原则是公共边界上速度连续,压力连续,从而可得到关于未知系数的一组线性代数方程组,解出未知系数,即可求得流域中任意一点的速度势和波高。数值结果给出了不同入射波波长及防波堤所对不同圆心角时防波堤周围波幅的等高线图。结果表明:圆弧型贯底式防波堤具有很好的防浪效果,通常情况下,掩护区域内的波高仅为入射波波高的20%~50%,对于短波,甚至可降到10%。 An analytical method is developed to study the sheltering effect on arc-shaped bottom-mounted breakwaters. The breakwater is assumed to be rigid, thin, impermeable and located in water of constant depth. The fluid domain is divided into two regions by imaginary interface. The velocity potential in each region is expanded by eigenfunctions.By satisfying continuity of pressure and normal velocity across the imaginary fluid interface, a set of linear algebraic equations can be obtained to determine the unknown coefficients for eigenfunctions. Numerical results, in the form of contour maps of the relative wave amplitude around the breakwater, are presented for a range of wave and breakwater parameters. Results show that the arc-shaped bottom-mounted breakwater is generally effective in defending against waves. In general, the wave height in the sheltered area is about 20-50 percent of incident wave height, moreover, 10 percent for the short waves.
出处 《船舶力学》 EI 北大核心 2008年第1期12-17,共6页 Journal of Ship Mechanics
基金 国家自然科学基金资助项目(5037902650578157) 江苏省自然科学基金资助项目(BK2006013)
关键词 圆弧型防波堤 波浪绕射 速度势 特征函数 arc-shaped breakwater wave diffraction velocity potential eigenfunction
  • 相关文献

参考文献7

  • 1Penney W G, Price A T. The diffraction theory of sea waves and shelter afforded by breakwaters[J]. Philos. Trans. R. Soc. London, ser. A, 1952, 244: 236-253.
  • 2Blue F L, Johnson J W. Diffraction of water waves passing through a breakwater gap[J]. Trans. Amer. Geophys. Un., 1949, 30(5): 705-718.
  • 3Carr J H, Stelzriede M E. Diffraction of water waves by breakwaters[J]. Gravity Waves, 1952, 521: 109-125.
  • 4Stokes J I. Water waves[M]. New York: Interscienle Publishers, Inc., 1957.69-147.
  • 5M da Graca Neves, Losada M A, Losada I J. Propagation of incident modulated waves past impermeable semi-infinite breakwater[J]. Applied Ocean Reaserch, 2000, 22(1):55-60.
  • 6Pasquale Filianoti. Diffraction of random wind-generated waves by detached breakwater or breakwater gap[J]. Ocean Engineering, 2000, 27(11): 1249-1263.
  • 7程建生,缪国平,尤云祥,王景全.波浪在V形贯底式防波堤上绕射的解析研究[J].上海交通大学学报,2005,39(5):813-817. 被引量:10

二级参考文献9

  • 1Blue F L, Johnson J W. Diffraction of water waves passing through a breakwater gap [J]. Trans Amer Geophys Un, 1949,30 (5) : 705 - 718.
  • 2Abul-Azm A G, Williams A N. Oblique wave diffraction by segmented offshore breakwaters [J].Ocean Engrg, 1997,24 (1) : 63 - 82.
  • 3Graca Neves M D, Losada M A, Losada I J. Propagation of incident modulated waves past impermeable semi-infinite breakwater [J]. Applied Ocean Reaserch, 2000,22 ( 1 ): 55 - 60.
  • 4Twu S W, Chieu C C. A highly wave dissipation offshore breakwater [J]. Ocean Engineering, 2000, 27(3):315-330.
  • 5Stokes J J. Water waves [M]. New York: Interscience Publishers, 1957.69- 147.
  • 6Lick W. Diffraction of waves by a wedge[J]. Journal of the Waterway, Port, Coastal and Ocean Division,1978,104(2): 119- 133.
  • 7Filianoti P. Diffraction of random wind-generated waves by detached breakwater or breakwater gap [J]. Ocean Engineering, 2000,27 ( 11 ): 1249- 1263.
  • 8洪广文.不完全反射边界楔形堤和隅角堤波浪绕射理论解析解[J].海洋学报,1990,12(4):487-504. 被引量:7
  • 9缪国平,李谊乐,刘应中.大数量圆柱绕射问题递推算法的理论基础[J].上海交通大学学报,2000,34(1):24-29. 被引量:5

共引文献9

同被引文献39

引证文献10

二级引证文献20

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