Modeling unsteady turbulent flows over ripples: Reynolds-averaged Navier-Stokes equations (RANS) versus large-eddy simulation (LES)

被引:34
作者
Chang, YS [1 ]
Scotti, A [1 ]
机构
[1] Univ N Carolina, Dept Marine Sci, Chapel Hill, NC 27599 USA
关键词
turbulence; numerical modeling; sediment transport;
D O I
10.1029/2003JC002208
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
[1] In this paper we consider the problem of modeling a turbulent pulsating boundary layer over ripples. We compare the results of two modeling strategies, Wilcox's k - omega Reynolds-Averaged Navier-Stokes equations (RANS) and large-eddy simulation (LES) employing the Lagrangian dynamic eddy viscosity model. The geometry and parameters employed are relevant to nearshore oceanic flows, and the results are discussed in relation to the problem of sediment transport. Generally, RANS and LES agree well only with regard to the vertical profiles of the streamwise component of the velocity. Large discrepancies were found in all the other quantities considered ( e. g., vertical velocity, turbulent kinetic energy, and Reynolds stress). In particular, RANS severely underpredicted the magnitude of the Reynolds stress and overpredicted the amplitude of the oscillations in the vertical velocity. We also found that often the trends exhibited by RANS and LES when the frequency and/or amplitude of the driving conditions was varied were at odds. Since comparison with available experiments indicates that LES is able to accurately model this kind of flows, we conclude that the RANS model is not appropriate to model the suspension and transport of sediment under conditions similar to the ones presented in this study.
引用
收藏
页码:1 / 16
页数:16
相关论文
共 43 条
[1]  
ANDERSEN KH, 1999, THESIS TU DENMARK LY
[2]  
[Anonymous], CTR ANN RES BRIEFS
[3]   Modeling complex boundaries using an external force field on fixed Cartesian grids in large-eddy simulations [J].
Balaras, E .
COMPUTERS & FLUIDS, 2004, 33 (03) :375-404
[4]  
Balaras E, 2001, J FLUID MECH, V446, P1
[5]   FINITE-DIFFERENCE COMPUTATIONS OF HIGH REYNOLDS-NUMBER FLOWS USING THE DYNAMIC SUBGRID-SCALE MODEL [J].
BALARAS, E ;
BENOCCI, C ;
PIOMELLI, U .
THEORETICAL AND COMPUTATIONAL FLUID DYNAMICS, 1995, 7 (03) :207-216
[6]   On the prediction of gas-solid flows with two-way coupling using large eddy simulation [J].
Boivin, M ;
Simonin, O ;
Squires, KD .
PHYSICS OF FLUIDS, 2000, 12 (08) :2080-2090
[7]   Turbulent flow over a wavy surface: Neutral case [J].
Calhoun, RJ ;
Street, RL .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2001, 106 (C5) :9277-9293
[8]  
Chang YS, 2003, J TURBUL, V4, DOI 10.1088/1468-5248/4/1/019
[9]   Comparisons between sediment transport models and observations made in wave and current flows above plane beds [J].
Davies, AG ;
Ribberink, JS ;
Temperville, A ;
Zyserman, JA .
COASTAL ENGINEERING, 1997, 31 (1-4) :163-198
[10]   Mobile-bed effects in oscillatory sheet flow [J].
Dohmen-Janssen, CM ;
Hassan, WN ;
Ribberink, JS .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2001, 106 (C11) :27103-27115