ZHOU Zhibo, ZHANG Jinfeng, ZHANG Qinghe, LIU Run. Numerical modeling investigation on turbulent oscillatory flow over a plane rough bed composed by randomly arrayed particles[J]. Acta Oceanologica Sinica, 2018, 37(7): 62-68. doi: 10.1007/s13131-018-1244-y
Citation: ZHOU Zhibo, ZHANG Jinfeng, ZHANG Qinghe, LIU Run. Numerical modeling investigation on turbulent oscillatory flow over a plane rough bed composed by randomly arrayed particles[J]. Acta Oceanologica Sinica, 2018, 37(7): 62-68. doi: 10.1007/s13131-018-1244-y

Numerical modeling investigation on turbulent oscillatory flow over a plane rough bed composed by randomly arrayed particles

doi: 10.1007/s13131-018-1244-y
  • Received Date: 2017-08-26
  • A three-dimensional numerical model is established to simulate the turbulent oscillatory boundary layer over a fixed and rough bed composed by randomly arrayed solid spheres based on the lattice Boltzmann method and the large eddy simulation model. The equivalent roughness height, the location of the theoretical bed and the time variation of the friction velocity are investigated using the log-fit method. The time series of turbulent intensity and Reynolds stress are also investigated. The equivalent roughness height of cases with Reynolds numbers of 1×104-6×104 is approximately 2.81 d (grain size). The time variation of the friction velocity in an oscillatory cycle exhibits sinusoidal-like behavior. The friction factor depends on the relative roughness in the rough turbulent regime, and the pattern of solid particles arrayed as the rough bed in the numerical simulations has no obvious effect on the friction factor.
  • loading
  • Abreu T, Michallet H, Silva P A, et al. 2013. Bed shear stress under skewed and asymmetric oscillatory flows. Coastal Engineering, 73:1-10
    Baas J H, Best J L, Peakall J. 2016. Predicting bedforms and primary current stratification in cohesive mixtures of mud and sand. Journal of the Geological Society, 173(1):12-45
    Bagnold R A, Taylor G. 1946. Motion of waves in shallow water. Interaction between waves and sand bottoms. Proceedings of the Royal Society:A. Mathematical, Physical, and Engineering Sciences, 187(1008):1-18
    Camenen B, Larson M, Bayram A. 2009. Equivalent roughness height for plane bed under oscillatory flow. Estuarine, Coastal and Shelf Science, 81(3):409-422
    1998. Lattice Boltzmann method for fluid flows. Annual Review of Fluid Mechanics, 30(1):329-364
    Corvaro S, Miozzi M, Postacchini M, et al. 2014. Fluid-particle interaction and generation of coherent structures over permeable beds:an experimental analysis. Advances in Water Resources, 72:97-109
    Ding Lei, Zhang Qinghe. 2010. Lattice Boltzmann simulation to characterize roughness effects of oscillatory boundary layer flow over a rough bed. In:Smith J M, Lynett P, eds. Proceedings of the 32nd Conference on Coastal Engineering. Shanghai:Coastal Engineering Research Council, 1397-1407
    Dixen M, Hatipoglu F, Sumer BM, et al. 2008. Wave boundary layer over a stone-covered bed. Coastal Engineering, 55(1):1-20
    Fornarelli F, Vittori G. 2009. Oscillatory boundary layer close to a rough wall. European Journal of Mechanics - B/Fluids, 28(2):283-295
    Jensen B L, Sumer B M, Fredsøe J. 1989. Turbulent oscillatory boundary layers at high Reynolds numbers. Journal of Fluid Mechanics, 206:265-297
    Jonsson I G. 1966. Wave boundary layers and friction factors. In:O'Brien M P, ed. Proceedings of the 10th International Conference on Coastal Engineering. Tokyo:ASCE, 127-148
    Jonsson I G, Carlsen N A. 1976. Experimental and theoretical investigations in an oscillatory turbulent boundary layer. Journal of Hydraulic Research, 14(1):45-60
    Kamphuis J W. 1975. Friction factor under oscillatory waves. Journal of the Waterways, Harbors and Coastal Engineering Division, 101(2):135-144
    Ladd A J C, Verberg R. 2001. Lattice-Boltzmann simulations of particle-fluid suspensions. Journal of Statistical Physics, 104(5-6):1191-1251
    Miozzi M, Postacchini M, Corvaro S, et al. 2015. Whole-wavelength description of a wave boundary layer over permeable wall. Experiments in Fluids, 56(6):127
    Nielsen P. 1992. Coastal Bottom Boundary Layers and Sediment Transport. Singapore:World Scientific Publishing Company, 102-109
    Puleo J A,Mouraenko O, Hanes D M. 2004. One-dimensional wave bottom boundary layer model comparison:specific eddy viscosity and turbulence closure models. Journal of Waterway, Port, Coastal and Ocean Engineering, 130(6):322-325
    Sana A, Ghumman A R, Tanaka H. 2009. Modeling of a rough-wall oscillatory boundary layer using two-equation turbulence models. Journal of Hydraulic Engineering, 135(1):60-65
    Simons R, Myrhaug D, Thais L, et al. 2000. Bed friction in combined wave-current flows. In:Edge B L, ed. Proceedings of the 27th International Conference on Coastal Engineering. Sydney:ASCE, 216-226
    Sleath J F A. 1987. Turbulent oscillatory flow over rough beds. Journal of Fluid Mechanics, 182:369-409
    Soulsby R L, Hamm L, Klopman G, et al. 1993. Wave-current interaction within and outside the bottom boundary layer. Coastal Engineering, 21(1–3):41-69
    Swart D H. 1974. Offshore sediment transport and equilibrium beach profiles[dissertation]. Delft:Delft University of Technology
    You Zaijin, Yin Baoshu. 2006. A unified criterion for initiation of sediment motion and inception of sheet flow under water waves. Sedimentology, 53(5):1181-1190
    Zhou Zhibo, Zhang Qinghe. 2016. 3-D lattice Boltzmann simulation of turbulent oscillatory boundary layer flow over rough beds. Journal of Hydrodynamics (in Chinese), 31(4):463-471
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (710) PDF downloads(534) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return