Abstract
The oscillatory flow provides the major dynamic force for the mass and energy transport in estuary and coastal areas. An analytical approximate velocity formula is proposed to evaluate the oscillation in the boundary layer over the mobile sediment bed of the sheet flow induced by the asymmetric wave and current. The velocity formula consists of an oscillatory force part and a constant force part corresponding to the Navier-Stokes equation of the asymmetric oscillatory sheet flow over the mobile sediment bed. The mobile sediment bed is defined by an erosion depth formula with consideration of the phase lag, the acceleration and the flow asymmetry. The wave part includes the phase lead parameters from all components of the free stream velocity. The development of the wave part is affected by the current part through the erosion depth and the boundary layer thickness. The erosion depth, the roughness height and the boundary layer thickness of the mobile sediment bed are introduced into the current part without a transition area for the wave-current eddy viscosity. The current part is induced by the wave eddy viscosity within the boundary layer and influenced by the wave-current apparent roughness outside the boundary layer. The velocity profile and duration are evaluated by an approximate velocity formula through experiments for both asymmetric wave and wave-current cases. The oscillation feature in the boundary layer is illustrated by the approximate velocity formula through the asymmetric wave cases over the mobile sediment bed.
Similar content being viewed by others
References
Han Y., Wang S. Y., Chen J. et al. Resistance of the flow over rough surfaces [J]. Journal of Hydrodynamics, 2021, 33(3): 593–601.
Huai W., Yang L., Wang W. Predicting the vertical low suspended sediment concentration in vegetated flow using a random displacement model [J]. Journal of Hydrology, 2019, 578: 124101.
Liang L., Yu X., Bombardelli F. A general mixture model for sediment laden flows [J]. Advances in Water Resources, 2017, 107: 108–125.
Liang L., Yu X., Bombardelli F. A general formulation of relative motion between two phases in sediment-laden water flows [J]. International Journal of Multiphase Flow, 2018, 109: 63–83.
Huai W., Wang Z., Qian Z. et al. Numerical simulation of sandy bed erosion by 2D vertical jet [J]. Science China Technological Sciences, 2011, 54(12): 3265–3274.
Li Z., Huai W., Qian Z. Study on the flow field and concentration characteristics of the multiple tandem jets in crossflow [J]. Science China Technological Sciences, 2012, 55(10): 2778–2788.
Dohmen-Janssen C. M, Hanssan W. N., Ribberink J. S. Mobile-bed effects in oscillatory sheet flow [J]. Journal of Geophysical Research, 2001, 106(C11): 103–115.
O’Donoghue T., Wright S. Flow tunnel measurements of velocities and sand flux in oscillatory sheet flow for well-sorted and graded sands [J]. Coastal Engineering, 2004, 51(11–12): 1163–1184.
Ruessink B. G., Michallet H., Abreu T. et al. Observations of velocities, sand concentrations, and fluxes under velocity-asymmetric oscillatory flows [J]. Journal of Geophysical Research, 2011, 116: C03004.
van der A., O’Donoghue T., Davies A. G. et al. Experimental study of the turbulent boundary layer in acceleration-skewed oscillatory flow [J]. Journal of Fluid Mechanics, 2011, 684: 251–283.
Chen X., Chen M. General velocity formula of boundary layer above mobile sediment bed induced by asymmetric waves [J]. International Journal of Sediment Research, 2021, 36(2): 255–267.
Chen X., Wang F. J., Chen G. F. et al. Sediment transport in pure acceleration-skewed oscillatory sheet flow [J]. Journal of Hydrodynamics, 2018, 30(6): 1045–1054.
Holmedal L. E., Myrhaug D. Boundary layer flow and net sediment transport beneath asymmetrical waves [J]. Continental Shelf Research, 2006, 26(2): 252–268.
Holmedal L. E., Johari J., Myrhaug D. The seabed boundary layer beneath waves opposing and following a current [J]. Continental Shelf Research, 2013, 65: 27–44.
Chen X., Li Y., Wang F. J. Mobile bed thickness in skewed asymmetric oscillatory sheet flows [J]. Acta Mechanica Sinica. 2018, 34(2): 257–265.
Shi H., Dong P., Yu X. et al A theoretical formulation of dilatation/contraction for continuum modelling of granular flows [J]. Journal of Fluid Mechanics, 2021, 916: A56.
Liu H., Sato S. A two-phase flow model for asymmetric sheet flow conditions [J]. Coastal Engineering, 2006, 53(10): 825–843.
Chen X., Li Y., Niu X. et al. A two-phase approach to wave-induced sediment transport under sheet flow conditions [J]. Coastal Engineering, 2011, 58(11): 1072–1088.
Chen X., Niu X., Yu X. Near-bed sediment condition in oscillatory sheet flows [J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 2013, 139(5): 393–403.
Chen X., Chen M. General velocity formula of boundary layer above mobile sediment bed induced by asymmetric waves [J]. International Journal of Sediment Research, 2021, 36(2): 255–267.
Nielsen P., Guard P. A. Vertical scales and shear stresses in wave boundary layers over movable beds [C]. Proceedings 32rd International Conference on Coastal Engineering, Shanghai, China, 2010.
Abreu T., Silva P. A., Sancho F. et al. Analytical approximate wave form for asymmetric waves [J]. Coastal Engineering, 2010, 57(7): 656–667.
Chen X., Hu X. Explicit approximation for velocity and sediment flux above mobile sediment bed beneath current and asymmetric wave [J]. Coastal Engineering, 2020, 157: 103635.
Fredsøe J., Deigaard R. Mechanics of coastal sediment transport [M]. Singapore: World Scientific, 1992.
Yuan J., Madsen O. S. Experimental and theoretical study of wave-current turbulent boundary layers [J]. Journal of Fluid Mechanics, 2015, 765: 480–523.
Malarkey J., Pan S., Li M. et al. Modelling and observation of oscillatory sheet-flow sediment transport [J]. Ocean Engineering, 2009, 36(11): 873–890.
Hassan W. N., Ribberink J. S. Transport processes of uniform and mixed sands in oscillatory sheet flow [J]. Coastal Engineering, 2005, 52(9): 745–770.
Yuan J., Madsen O. S. Experimental study of turbulent oscillatory boundary layers in an oscillating water tunnel [J]. Coastal Engineering, 2014, 89: 63–84.
Author information
Authors and Affiliations
Corresponding author
Additional information
Projects supported by the National Natural Science Foundation of China (Grant Nos. 41961144014, 51836010), the Chinese Universities Scientific Fund (Grant No. 2019TC133).
Biography
Xin Chen (1983-), Male, Ph. D., Associate Professor
Rights and permissions
About this article
Cite this article
Chen, X. Oscillatory velocity in boundary layer over mobile sediment bed under asymmetric wave and current conditions. J Hydrodyn 33, 1242–1254 (2021). https://doi.org/10.1007/s42241-021-0104-y
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s42241-021-0104-y