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Wu Yongsheng,Qin Chongren.Experimental study on bed-load sediment transport under irregular wave and current combined flow[J].Acta Oceanologica Sinica,2001,(2):271-280
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
投稿时间:1999-09-10  修订日期:2000-11-29
DOI:
中文关键词:  Irregular wave-current  bed-load  transport rate
英文关键词:Irregular wave-current  bed-load  transport rate
基金项目:the National Natural Science Foundation of China under contract No..59579014.
作者单位
Wu Yongsheng Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China 
Qin Chongren School of Civil Engineering, Tianjin University, Tianjin 300072, China 
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中文摘要:
      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 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.
英文摘要:
      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 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.
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