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- W3146095349 abstract "Using an irregularly oscillating tray and flume, a series of experiments are completed to evaluate bed-load sediment transport rate under irregular wave- current coexistent fild. Testing conditions include three interaction angles 0°, 45°, 90° and two kinds of median sizes (0.38 and 1.10 mm).The results of transport rate show that the net sediment transport rate can be expressed approximately as the function of the maximum bottom shear stress of waves, mean shear stress of current and the grain size." @default.
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- W3146095349 date "2001-01-01" @default.
- W3146095349 modified "2023-09-23" @default.
- W3146095349 title "Experimental study on bed-load sediment transport under irregular wave and current combined flow" @default.
- W3146095349 hasPublicationYear "2001" @default.
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