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- W2377223886 abstract "On the basis of the analysis of the water flow,sediment conditions and river pattern of the north channel at the estuary of the Changjiang River,the local three-dimensional sediment mathematic model and the local normal physical model are used to predict the maximum depth of the scoured pits at the piers of Shanghai Changjiang River Bridge and the boundary conditions of the two kinds of the models are provided by the calculation results of the two-dimensional water flow mathematic model of the large range estuary of the Changjiang River.The results of the prediction show that the scoured pit depth obtained by the two kinds of the models is rather close and can serve as the scientific basis for design of the piers of the Bridge." @default.
- W2377223886 created "2016-06-24" @default.
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- W2377223886 date "2009-01-01" @default.
- W2377223886 modified "2023-09-28" @default.
- W2377223886 title "Study of Scoured Pit Depth at Piers of Changjiang River Bridge" @default.
- W2377223886 hasPublicationYear "2009" @default.
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