摘要
基于福建长乐市外文武围海工程排洪闸前修建消浪堤消浪保闸的有效实践,提出在未来风浪恶劣的开敞式海岸围海工程的排洪闸前修建消浪堤消浪保闸措施,以福建沙头围海工程排洪闸的消浪保闸建设为例,应用MIKE21中的BW波浪模块结合出水潜堤堤后波高估算的方法模拟物理模型中对应的各种工况,并与物理模型中所对应的各点波高测量值进行比较,说明数值计算方法的可行性,为开敞式海线围海工程中的排洪闸前消浪堤的设计提供一套可行方法,以此确定消浪堤建设方案。
According to the sluice＇s destruction of Waiwenwu reclamation engineering, a submerged bar is suggested to build in front of the sluice to protect it, which is a new method in reclamation engineering. This paper takes the Shatou reclamation engineering as an example, using MIKE 21 wave models BW to simulate the wave condition, and the results are compared with that obtained from a physical model test. We are trying to provide a feasible method to study the coastal reclamation＇s protection, and methods for determination of bar＇s layout.
出处
《江南大学学报（自然科学版）》
CAS
2011年第6期715-720,共6页
Joural of Jiangnan University (Natural Science Edition)
关键词
围海工程
物理模型
消浪堤
排洪闸
BW模块
reclamation engineering, physical mode test, wave attenuation dike, sluice, BW model
