scholarly journals Effect of surface wave skewness on near-bed sediment transport velocity

2021 ◽  
Vol 229 ◽  
pp. 104549
Author(s):  
Barbara Stachurska ◽  
Ryszard Staroszczyk
1997 ◽  
Vol 36 (8-9) ◽  
pp. 123-128 ◽  
Author(s):  
C. Nalluri ◽  
A. K. El-Zaemey ◽  
H. L. Chan

An appraisal of the existing sediment transport equations was made using May et al (1989) and Ackers (1991) sediment transport equations for the limit of deposition design criterion and with a deposit depth of 1% of the pipe diameter allowed in the sewers. The applicability of those equations for sewers with larger fixed bed deposit depth was assessed, the equations generally over-estimated the transport velocity. Modifications were made to enable the equations to apply to sewers with large fixed bed deposits present.


2013 ◽  
Vol 2 (3) ◽  
pp. e60-e60 ◽  
Author(s):  
Lin Chen ◽  
Yiming Zhu ◽  
Xiaofei Zang ◽  
Bin Cai ◽  
Zhou Li ◽  
...  

PLoS ONE ◽  
2012 ◽  
Vol 7 (2) ◽  
pp. e31203 ◽  
Author(s):  
Louise R. Manfredi ◽  
Andrew T. Baker ◽  
Damian O. Elias ◽  
John F. Dammann ◽  
Mark C. Zielinski ◽  
...  

2012 ◽  
Vol 39 (20) ◽  
Author(s):  
Yong Zhang ◽  
Mark M. Meerschaert ◽  
Aaron I. Packman

1983 ◽  
Vol 10 (1) ◽  
pp. 142-149 ◽  
Author(s):  
Michael C. Quick

Sediment transport is measured under the combined action of waves and currents. Measurements are made with currents in the direction of wave advance and with currents opposing the wave motion. Theoretical relationships are considered that predict the wave velocity field and the mass transport velocity for zero current and for steady currents.Following Bagnold's approach, a transport power relationship is developed to predict the sediment transport rate. Making assumptions for the mass transport velocity, the transport power is shown to agree with the measured sediment transport rates. It is particularly noted that the sediment transport direction is mainly determined by the direction of wave movement, even for adverse currents, until the waves start to break. Keywords: sediment transport, waves and currents, coastal engineering.


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