Two-level, two-phase model for intense, turbulent sediment transport

被引:13
|
作者
Gonzalez-Ondina, Jose M. [1 ,5 ]
Fraccarollo, Luigi [2 ]
Liu, Philip L-F [1 ,3 ,4 ]
机构
[1] Cornell Univ, Dept Civil & Environm Engn, Ithaca, NY 14850 USA
[2] Univ Trento, Dept Civil Environm & Mech Engn, I-38123 Trento, Italy
[3] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
[4] Natl Cent Univ, Inst Hydrol & Ocean Sci, Taoyuan 320, Taiwan
[5] Plymouth Univ, Plymouth Ocean Forecasting Ctr, Plymouth PL4 8AA, Devon, England
关键词
sediment transport; stratified flows; turbulence modelling; SHEET-FLOW; SPHERES; MODULATION;
D O I
10.1017/jfm.2017.920
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The study of sediment transport requires in-depth investigation of the complex effects of sediment particles in fluid turbulence. In this paper we focus on intense sediment transport flows. None of the existing two-phase models in the literature properly replicates the liquid and solid stresses in the near bed region of high concentration of sediment. The reason for this shortcoming is that the physical processes occurring at the length scale of the particle collisions are different from those occurring at larger length scales and therefore, they must he modelled independently. We present here a two-level theoretical derivation of two-phase, Favre averaged Navier Stokes equations (FANS). This approach treats two levels of energy fluctuations independently, those associated with a granular spatial scale (granular temperature and small-scale fluid turbulence) and those associated with the ensemble average (turbulent kinetic energy for the two phases). Although similar attempts have been made by other researchers, the two level approach ensures that the two relevant length scales are included independently in a more consistent manner. The model is endowed with a semi-empirical formulation for the granular scale fluid turbulence, which is important even in the dense collisional shear layer, as has been recently recognized. As a result of the large and small scale modelling of the liquid and solid fluctuations, predictions are promising to he reliable in a wide range of flow conditions, from collisional to turbulent suspensions. This model has been validated for steady state flows with intense, collisional or mixed collisional turbulent sediment transport, using various sources of detailed experimental data. It compares well with the experimental results in the whole experimental range of Shields parameters, better than previous models, although at the cost of increased complexity in the equations. Further experiments on turbulent suspensions would be necessary to definitely assess the model capabilities.
引用
收藏
页码:198 / 238
页数:41
相关论文
共 50 条
  • [1] A general two-phase turbulent flow model applied to the study of sediment transport in open channels
    Chen, Xin
    Li, Yong
    Niu, Xiaojing
    Li, Ming
    Chen, Daoyi
    Yu, Xiping
    INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2011, 37 (09) : 1099 - 1108
  • [2] Numerical study of sediment transport in turbulent two-phase flows around an obstacle
    Ben Hamza, Sonia
    Ben Kalifa, Rim
    Said, Nejla Mahjoub
    Bournot, Herve
    Le Palec, Georges
    APPLIED MATHEMATICAL MODELLING, 2017, 45 : 97 - 122
  • [3] Two fluid model for two-phase turbulent jets
    de Bertodano, MAL
    NUCLEAR ENGINEERING AND DESIGN, 1998, 179 (01) : 65 - 74
  • [4] Two-phase formulation of suspended sediment transport
    Greimann, BP
    Muste, M
    Holly, FM
    JOURNAL OF HYDRAULIC RESEARCH, 1999, 37 (04) : 479 - 500
  • [5] On two-phase sediment transport: Dilute flow
    Hsu, TJ
    Jenkins, JT
    Liu, PLF
    JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2003, 108 (C3)
  • [6] Two-phase modeling of suspended sediment transport
    Greimann, BP
    Holly, FM
    WATER RESOURCES ENGINEERING 98, VOLS 1 AND 2, 1998, : 1332 - 1337
  • [7] A multi-dimensional two-phase mixture model for intense sediment transport in sheet flow and around pipeline
    Li, Jiaxing
    Chen, Xin
    PHYSICS OF FLUIDS, 2022, 34 (10)
  • [8] A two-phase numerical model for suspended-sediment transport in estuaries
    Nguyen, Kim Dan
    Guillou, Sylvain
    Chauchat, Julien
    Barbry, Nathaly
    ADVANCES IN WATER RESOURCES, 2009, 32 (08) : 1187 - 1196
  • [9] A two-phase numerical model for non-equilibrium sediment transport
    Chen, Xin
    Yu, Xiping
    Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics, 2012, 44 (01): : 65 - 70
  • [10] A smoothed particle hydrodynamics (SPH) formulation of a two-phase mixture model and its application to turbulent sediment transport
    Bertevas, Erwan
    Thien Tran-Duc
    Le-Cao, Khoa
    Khoo, Boo Cheong
    Nhan Phan-Thien
    PHYSICS OF FLUIDS, 2019, 31 (10)