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- W1935782723 abstract "Through the local scour test at bridge pier under tidal action in a long time series, this paper observes the growing trend of the deepest point of local scour at bridge pier under tidal conditions with different characteristic parameters, analyzes the impact of repeat sediment erosion and deposition in the scouring pit caused by reversing current on the development process of the scouring pit, and clarifies the relation between the tide and local scouring depth at bridge pier under steady flow conditions, so as to provide a scientific basis for bridge design and safe operation of estuary and harbor areas." @default.
- W1935782723 created "2016-06-24" @default.
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- W1935782723 date "2015-01-01" @default.
- W1935782723 modified "2023-09-23" @default.
- W1935782723 title "Research on Local Scour at Bridge Pier under Tidal Action" @default.
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- W1935782723 doi "https://doi.org/10.1051/matecconf/20152501013" @default.
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