Sediment Transport and Backfilling of Trenches in Oscillatory Flow

Author(s):  
Jacob Hjelmager Jensen ◽  
Jørgen Fredsøe
1982 ◽  
Vol 1 (18) ◽  
pp. 94
Author(s):  
L. Lenhoff

This paper is aimed at the establishment of a generally applicable criterion for the onset of grain motion under the influence of oscillatory flow. Data from previous studies are used in a dimensional analysis and an empirically derived relationship between the dimensionless parameters R* (shear Reynolds number) and D* (dimensionless grain parameter) is proposed as a criterion to be used in coastal engineering problems. This study forms part of a larger programme by the Sediment Dynamics Division of the National Research Institute for Oceanology in Stellenbosch, RSA, which is aimed at the reevaluation and updating of the input parameters and relationships for the predictive equations for coastal sediment transport.


2001 ◽  
pp. 133-142 ◽  
Author(s):  
Hitoshi GOTOH ◽  
Eiji HARADA ◽  
Tetsuo SAKAI

1997 ◽  
Vol 41 ◽  
pp. 831-836
Author(s):  
Hitoshi GOTOH ◽  
Tetsuo SAKAI ◽  
Atsushi SAKAI

Author(s):  
Georgios A. Leftheriotis ◽  
Athanassios A. Dimas

In the present study, numerical simulations of oscillatory flow over a rippled bottom, coupled with bed and suspended sediment transport, as well as the resulting morphology evolution, are performed. The simulations are based on the numerical solution of the Navier-Stokes equations and the advection-diffusion equation for the suspended load, while empirical formulas are used for the bed load. The bed morphological evolution is obtained by the numerical solution of the conservation of sediment mass equation. A fractional time-step scheme is used for the temporal discretization, while finite differences are used for the spatial discretization on a Cartesian grid. The Immersed Boundary method is implemented for the imposition of fluid and sediment boundary conditions on the ripple surface. Two types of ripples are examined, i.e., ripples of parabolic shape with sharp crests and sinusoidal ripples, and cases of ripple length to orbital motion amplitude ratio of 1.6 and ripple height to orbital motion amplitude ratios of 0.16, 0.20 and 0.24, at Reynolds number equal to 5×103. The effect of ripple steepness and ripple shape on suspended sediment and ripple migration is discussed.


1996 ◽  
Vol 12 ◽  
pp. 249-253
Author(s):  
Toshihiko Yamashita ◽  
Shinichi Ito ◽  
Akira Yamamoto ◽  
Takaaki Minamimura ◽  
Mikio Kuroki

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