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新型高阶Boussinesq方程的一维数值模型及其实验验证
引用本文:刘忠波,陈兵,张日向.新型高阶Boussinesq方程的一维数值模型及其实验验证[J].海洋环境科学,2006,25(1):59-62.
作者姓名:刘忠波  陈兵  张日向
作者单位:大连理工大学,海岸及近海工程国家重点实验室,辽宁,大连,116024
摘    要:基于刘忠波等(2004)推导的新型高阶Boussinesq方程,建立了预报-校正差分格式的数值模型。为考察该数值模型的适用性,针对较大坡度的潜堤上的波浪传播变形进行了数值研究。将数值结果与实验结果进行比较,二者较为吻合,验证了本文的数值模型,同时也说明本方程可用于模拟较陡地形的波浪变形。

关 键 词:Boussinesq方程  数值模型  潜堤
文章编号:1007-6336(2006)01-0059-04
收稿时间:2004-12-03
修稿时间:2005-04-15

One dimensional numerical model of new high order Boussinesq equations and its validation with the experiment
LIU Zhong-bo,CHEN Bing,ZHANG Ri-xiang.One dimensional numerical model of new high order Boussinesq equations and its validation with the experiment[J].Marine Environmental Science,2006,25(1):59-62.
Authors:LIU Zhong-bo  CHEN Bing  ZHANG Ri-xiang
Institution:State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, Chian
Abstract:Based on the new high order Boussinesq equations derived by Liu et al(2004),a numerical model is established by using the finite difference method with predictor-corrector scheme.The ivestigation of applicability of the numerical model,numerical simulations were done upon the relatively steeper submerged bar.Comparisons between the numerical and the experimental results show the better agreement,which shows that the present numerical model could be used for the steeper slope conditions.
Keywords:Boussinesq equations  numerical model  submerged bar  
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