马进荣,陈志昌. 长江口风暴潮流场计算[J]. 水利水运工程学报, 2002, (1): 35-39.
引用本文: 马进荣,陈志昌. 长江口风暴潮流场计算[J]. 水利水运工程学报, 2002, (1): 35-39.
MA Jin rong,CHEN Zhi chang. Simulation of storm surge current in the Yangtz Estuary[J]. Hydro-Science and Engineering, 2002, (1): 35-39.
Citation: MA Jin rong,CHEN Zhi chang. Simulation of storm surge current in the Yangtz Estuary[J]. Hydro-Science and Engineering, 2002, (1): 35-39.

长江口风暴潮流场计算

Simulation of storm surge current in the Yangtz Estuary

  • 摘要: 利用一、二维数学模型,并考虑长江口深水航道治理工程的进展情况,对长江口区风暴潮流场进行了数值模拟计算。计算结果表明,治理工程对风暴潮引起的增长影响不显著,风暴潮增水期间潮位升高,涨、落潮流速及长江口北槽的分流会增大。

     

    Abstract: The numerical simulation of storm surge current in the Yangtz Estuary is carried out by use of 1 D and 2 D mathematical models, considering the development of regulation works in the deep water channel in the Yangtz Estuary. Calculation results show that the regulation works have no great influences on water increments caused by storm surges. Tide level rises, and tide velocity (flood tide and ebb tide) and the north channel's discharge ratio increase in the water increment period of storm surges.

     

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