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Wu Yongsheng,Qin Chongren. 2001. Experimental study on bed-load sediment transport under irregular wave and current combined flow. Acta Oceanologica Sinica, (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
Received:September 10, 1999  Revised:November 29, 2000
DOI:
Key words:Irregular wave-current  bed-load  transport rate
中文关键词:  Irregular wave-current  bed-load  transport rate
基金项目:the National Natural Science Foundation of China under contract No..59579014.
Author NameAffiliation
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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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.
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.
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