摘要
有关波浪破碎问题的研究是海岸工程界十分关注的课题。本文列举了前人有关波浪破碎特性方面的研究成果；分析了波浪破碎前后波高的变化规律，作出了适当的假定；并考虑了动床海滩坡度、底摩擦以及紊动对波浪破碎特性的影响。应用波动能量耗散率理论，并结合孤立波理论的有关公式，作者推导了计算动床海滩上破碎指标ｒ_ｂ的公式，并进而给出破碎水深ｈ_ｂ与破碎波高Ｈ_ｂ的计算公式。通过不同规模实验水槽的资料验证表明，这组计算式具有广泛的实用性。
Engineers in coastal engineering have been paying much attention to the research subject on wave breaking. In this paper, previous research results of the calculating methods of wave breakins depth and height are enumerated, the laws of wave transformation before and after wave breaking are investigated, an adequate supposition is made. and the effect of beach slope, bed friction and breaking turbulence on wave breaking is considered. By applying the theory of wave energy dissipation rate and combining with proper formulas of solitary waves, a new calculating formula of wave breaking depth and height of the movable bed is derived and examined with the data from experimental pools of different sizes,and it is proved to be of practicability.
出处
《海洋工程》
CSCD
北大核心
1995年第3期81-89,共9页
The Ocean Engineering
关键词
波浪破碎
破碎水深
破碎波高
计算方法
波能
耗散率
wave breaking, breaking depth, breaking height, calculating method, wave energy,dissipation rate
