摘要
以浙江省温州市某大型围垦工程为例,采取波浪断面物理模型试验与数值模拟相结合的方法,运用MIKE21中SW模块,数值模拟了越堤次生波、龙口绕射波和小风区风成浪综合作用下的波浪传播变形现象,探讨了一期海堤平面位置、建设抬高过程以及龙口布置等因素对二期海堤堤前波浪要素的影响。
By taing a large-scale reclamation project in Wenzhou of Zhejiang Province as a study case, the transformation phenomenon of the wave propagation under the synthesized effects from the over-dyke secondary wave, the closure gap-diffraction wave and the wind-induced wave in the minimum fetch is numerically simulated with the SW module in MIKE 21 by the means of combining the physical model for wave section and a numerical simulation, thus the impacts from the factors such as plane location, the raising process during construction, layout of closure gap, etc. of the seawall constructed in the first phase on the main factors of the wave before the seawall constructed in the second phase are discussed herein.
出处
《水利水电技术》
CSCD
北大核心
2016年第9期55-60,共6页
Water Resources and Hydropower Engineering
基金
水利部公益性行业科研专项项目(201401010)
关键词
围垦工程
越堤次生波
龙口绕射波
小风区风成浪
reclamation project
over-dyke secondary wave
closure gap-diffracted wave
wind-induced wave in minimum fetch
