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机构地区:[1]大连理工大学海岸和近海工程国家重点实验室,辽宁大连116024
出 处:《水运工程》2012年第2期17-20,共4页Port & Waterway Engineering
基 金:国家自然科学基金(50779004);国家863项目(2007AA11Z130);国家创新研究群体科学基金(50921001)
摘 要:基于Madsen和Sch ffer推导的四阶Boussinesq方程,在交错网格下建立一维数值模型。模型中的时间导数采用混合四阶Adams-Bashforth-Moulton格式。为了避免二次反射,采用了Gobbi和Kirby的的内部源函数造波法。最后数值模拟了波浪在潜堤上的演化过程,并且与Luth的试验值进行对比,结果显示两者吻合较好,另外还给出了非交错网格下的模拟结果,通过对比可知,两个模型都能够很好地模拟波浪在潜堤上的演化过程。Based on a fourth-order Boussinesq model by Madsen and Schaffer, a numerical implementation of the model in one horizontal direction is established by finite difference method in staggered grids. A composite forth order Adams-Bashforth-Moulton scheme is used to step the model forward in time. A grid-interior source function presented by Gobbi and Kirby is utilized in present model to avoid the re-refraction. Numerical simulations of wave propagating over a submerged sill are carried out. And the Luthet al's(1994) laboratory data are used to test the applicability of the present model, and the numerical results are in general agreement with laboratory data. In addition, numerical results based on the Boussinesq model in non-staggered grids are given. Results show that both models can well simulate the wave evolution over a submerged sill.
关 键 词:Boussinesq模型 交错网格 波浪
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