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大连长兴岛北港区波浪条件数值模拟研究
引用本文:肖辉.大连长兴岛北港区波浪条件数值模拟研究[J].水道港口,2013(6):482-487.
作者姓名:肖辉
作者单位:交通运输部天津水运工程科学研究所工程泥沙交通行业重点实验室,天津300456
摘    要:利用国际通用的MM5风场模式和SWAN浪场模式,通过推算影响工程海域的台风和寒潮大风天气过程,得到工程海域-30 m等深线处不同重现期设计波要素,然后采用MIKE 21 NSW和BW波浪数学模型,对工程规划方案设计波要素和港内波况进行了计算。结果表明:工程受N向和NNE向风浪影响相对较大,外海波浪传播至防波堤处无明显衰减;设计高水位重现期50 a时防波堤处最大H1%约7.3 m;防波堤对港内围堰掩护较好,建成后港内波浪条件明显改善。

关 键 词:波浪  深水波要素  长兴岛  北港区

Numerical simulation research on wave condition in north harbor area of Dalian Changxing Island
XIAO Hui.Numerical simulation research on wave condition in north harbor area of Dalian Changxing Island[J].Journal of Waterway and Harbour,2013(6):482-487.
Authors:XIAO Hui
Institution:XIAO Hui (Tianjin Research Institute for Water Transport Engineering, Key Laboratory of Engineering Sediment, Ministry of Transport, Tianjin 300456,China)
Abstract:Using international general MM5 wind model and SWAN wave model, the typhoon and the cold- wave process which influenced the project sea area were calculated, and the design wave elements for different return periods at -30 m depth were obtained. Then using MIKE 21 NSW and BW wave mathematical model, the design wave elements and wave conditions were calculated. The results show that: the N and NNE wind waves have a great influenee on the project, and the wave propagation from the outside sea area to breakwater has no significant attenuation. The design wave height H1% at high water level with 50 a return period is about 7.3 m, and the wave condition of cofferdam and harbor are improved with eompletion of breakwater.
Keywords:wave  depth wave faetor  Changxing-island  north harbor
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