摘要
应用二维数值波浪水槽模型，计算了某实际工程防波堤上的破波压力分布，并与试验结果与规范方法进行了比较．为减小造波边界的二次反射影响，在水槽左端设置了可吸收式造波机数值边界条件．数模得到的作用于防波堤的破波压力分布及堤前比波高与试验结果吻合较好．
Pressure distributions of breaking wave on breakwater were simulated by twodimensional numerical wave flume. In order to reduce the re-reflection of wave-maker, absorbednumerical wave-maker boundary condition is established on the left end of the flume. Thepredicted breaking wave pressures agree well with the experiments and the results of Specificationof Harbor Engineering.
出处
《大连理工大学学报》
CAS
CSCD
北大核心
1999年第2期326-330,共5页
Journal of Dalian University of Technology
基金
国家教委跨世纪人才基金
关键词
防波堤
数值波浪水槽
破碎波
直墙式建筑物
vertical breakwaters/VOF method
numerical wave flume
breaking wave
