摘要
综合使用水文泥沙特征分析、卫星遥感分析、冲淤演变分析、潮流泥沙数学模型计算、波浪数学模型(SWAN模型、缓坡方程、多向不规则波Boussinesq方程)计算、波流冲刷物理模型试验、泥沙淤积计算、骤淤计算与分析等多种手段对辐射沙洲中的如东海域深水港开发建设的水动力泥沙问题进行了研究,为深水港开发建设提供了科学依据。研究表明:通过采取必要的工程措施,在辐射沙洲海域中进行深水港开发建设是可行的。
Through analyzing the hydrodynamic sediment conditions,remote sensing and seabed evolution,mathematical models of tidal current and sediment,wave models of SWAN,mild-slope equation and Boussinesq equation,physical model test of erosion by tidal current and wave,calculation of sedimentation and calculation of sudden sedimentation,etc.,we studied the hydrodynamic sediment problems in the development of deepwater port in radial sandbanks,Rudong county,Jiangsu province.The research results show that the development of deepwater port in radial sandbanks is feasible with necessary technical measures taken.
出处
《水运工程》
北大核心
2011年第4期1-8,共8页
Port & Waterway Engineering
关键词
如东海域
辐射沙洲
西太阳沙
烂沙洋
波浪
潮流
泥沙
Rudong sea area
radial sandbanks
Xitaiyangsha
Lanshayang
wave
tidal current
sediment
