Experimental study on bed-load sediment transport under irregular wave and current combined flow
Experimental study on bed-load sediment transport under irregular wave and current combined flow作者机构:Department of Hydraulic Engineering Tsinghua University Beijing 100084 China
出 版 物:《Acta Oceanologica Sinica》 (海洋学报(英文版))
年 卷 期:2001年第20卷第2期
页 面:271-280页
核心收录:
学科分类:0710[理学-生物学] 0908[农学-水产] 07[理学] 0707[理学-海洋科学]
基 金:the National Natural Science Foundation of China under contract No..59579014
主 题:Irregular wave-current bed-load transport rate
摘 要: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 field. 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.