Analytical Eddy Viscosity Model for Turbulent Wave Boundary Layers: Application to Suspended Sediment Concentrations over Wave Ripples

被引:2
|
作者
Absi, Rafik [1 ]
Tanaka, Hitoshi [2 ]
机构
[1] Ecole Super Ingn Genie Elect Prod & Management Ind, Lab Quartz EA 7393, LR2E Lab, ECAM EPMI, 13 Blvd Hautil, F-95092 Cergy Pontoise, France
[2] Tohoku Univ, Inst Liberal Arts & Sci, Sendai 9808576, Japan
基金
日本学术振兴会;
关键词
analytical model; eddy viscosity; turbulence; wave bottom boundary layer (WBBL); suspended sediments; concentrations; wave ripples; sediment diffusivity; vortex shedding; oscillatory flow; BUSINGER-ARYA TYPE; VELOCITY PROFILES; TRANSPORT; FLOW; BOTTOM; PREDICTION; DIFFUSION; CALIBRATION; SIMULATION; PARTICLES;
D O I
10.3390/jmse11010226
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Turbulence related to flow oscillations near the seabed, in the wave bottom boundary layer (WBBL), is the phenomenon responsible for the suspension and transport of sediments. The vertical distribution of turbulent eddy viscosity within the WBBL is a key parameter that determines the vertical distribution of suspended sediments. For practical coastal engineering applications, the most used method to parameterize turbulence consists in specifying the shape of the one-dimensional-vertical (1DV) profile of eddy viscosity. Different empirical models have been proposed for the vertical variation of eddy viscosity in the WBBL. In this study, we consider the exponential-type profile, which was validated and calibrated by direct numerical simulation (DNS) and experimental data for turbulent channel and open-channel flows, respectively. This model is generalized to the WBBL, and the period-averaged eddy viscosity is calibrated by a two-equation baseline (BSL) k-omega model for different conditions. This model, together with a beta-function (where beta is the inverse of the turbulent Schmidt number), is used in modeling suspended sediment concentration (SSC) profiles over wave ripples, where field and laboratory measurements of SSC show two kinds of concentration profiles depending on grain particles size. Our study shows that the convection-diffusion equation, for SSC in WBBLs over sand ripples with an upward convection term, reverts to the classical advection-diffusion equation (ADE) with an "apparent " sediment diffusivity epsilon(* )(s)= alpha epsilon(s) related to the sediment diffusivity epsilon(s) by an additional parameter alpha associated with the convective sediment entrainment process over sand ripples, which is defined by two equations. In the first, alpha depends on the relative importance of upward convection related to coherent vortex shedding and downward settling of sediments. When the convective transfer is very small, above low-steepness ripples, alpha asymptotic to 1. In the second, alpha depends on the relative importance of coherent vortex shedding and random turbulence. When random turbulence is more important than coherent vortex shedding, alpha asymptotic to 1, and "apparent " sediment diffusivity reverts to the classical sediment diffusivity epsilon(s)* asymptotic to epsilon(s). Comparisons with experimental data show that the proposed method allows a good description of both SSC for fine and coarse sand and "apparent " sediment diffusivity epsilon(s)*.
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页数:21
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