摘要
针对港珠澳大桥工程和其所在海区的特点,基于TK-2D软件建立了不规则三角形网格的伶仃洋内外海域大范围二维潮流泥沙数学模型和大桥工程区附近的小范围局部细化的二维潮流泥沙数学模型,根据现场实测资料对模型进行了充分的验证,分析了工程海区的潮流悬沙特征,为进一步论证港珠澳大桥建设方案对工程海区的影响奠定了基础。
According to the feature of the project and the sea area, by TK-2D software and with irregula triangular grid, an integral mathematical model and a local refined one near project area of tidal current and sediment in Lingdingyang bay are set up. Verification and validation are carried out fully against measured data and numerical simulations of tidal current and suspended sediment field are made. The features of the tidal currenl field and the suspended sediment field of the Lingdingyang bay area are analyzed and the basis is established tc demonstrate the effect of constructing Hongkong-Zhuhai-Mocao bridge on the sea area.
出处
《水运工程》
北大核心
2013年第A01期78-85,共8页
Port & Waterway Engineering
关键词
港珠澳大桥
泥沙
潮流
数学模型
数值模拟
TK-2D软件
伶仃洋
Hongkong-Zhuhai-Macao bridge
sediment tidal current
mathematical model
numerica! simulation
software TK-2D
Lingdingyang bay