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Numerical Modeling on Suspended Sediment Transportation in the Hangzhou Bay 被引量:7

Numerical Modeling on Suspended Sediment Transportation in the Hangzhou Bay
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摘要 In this paper the characteristics of tidal flow and seasonal variation of seidment content in the Hangzhou Bay and their affecting factors are studied. Field investigations and data analysis indicate that the sediment movement is mainly influenced by the Yangtze estuary and the sediment of the Yangtze estuary is induced by wind wave and tidal flow. Owing to the variation of dynamic conditions, the instantaneous sediment content is controlled by tidal flow, wind wave, depth of water and tidal range synthetically. A sediment content relationship formula is established with related factors. A non-equilibrium 2-dimensional numerical model of suspended sediment transportation is set up, and the finite element method is applied. The computation results of the model is in accordance with field data. In this paper the characteristics of tidal flow and seasonal variation of seidment content in the Hangzhou Bay and their affecting factors are studied. Field investigations and data analysis indicate that the sediment movement is mainly influenced by the Yangtze estuary and the sediment of the Yangtze estuary is induced by wind wave and tidal flow. Owing to the variation of dynamic conditions, the instantaneous sediment content is controlled by tidal flow, wind wave, depth of water and tidal range synthetically. A sediment content relationship formula is established with related factors. A non-equilibrium 2-dimensional numerical model of suspended sediment transportation is set up, and the finite element method is applied. The computation results of the model is in accordance with field data.
出处 《China Ocean Engineering》 SCIE EI 1998年第1期87-98,共12页 中国海洋工程(英文版)
基金 This work was financially supported by the funds for Youth Scholar of the Ministry of Communications,P.R.China
关键词 SEDIMENT sediment content sediment-carrying capacity finite element numerical model sediment sediment content sediment-carrying capacity finite element numerical model
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