Intense sediment transport: Collisional to turbulent suspension

被引:30
作者
Berzi, Diego [1 ]
Fraccarollo, Luigi [2 ]
机构
[1] Politecn Milan, Dept Civil & Environm Engn, I-20133 Milan, Italy
[2] Univ Trento, Dept Civil Environm & Mech Engn, I-38123 Trento, Italy
基金
美国国家科学基金会;
关键词
DENSE INCLINED FLOWS; BED-LOAD TRANSPORT; OPEN-CHANNEL FLOWS; KINETIC-THEORY; 2-PHASE FLOW; SUSPENDED SEDIMENT; SHEET-FLOW; SETTLING VELOCITY; INELASTIC SPHERES; HARD-SPHERES;
D O I
10.1063/1.4941770
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A recent simple analytical approach to the problem of steady, uniform transport of sediment by a turbulent shearing fluid dominated by interparticle collisions is extended to the case in which the mean turbulent lift may partially or totally support the weight of the sediment. We treat the granular-fluid mixture as a continuum and make use of constitutive relations of kinetic theory of granular gases to model the particle phase and a simple mixing-length approach for the fluid. We focus on pressure-driven flows over horizontal, erodible beds and divide the flow itself into layers, each dominated by different physical mechanisms. This permits a crude analytical integration of the governing equations and to obtain analytical expressions for the distribution of particle concentration and velocity. The predictions of the theory are compared with existing laboratory measurements on the flow of glass spheres and sand particles in water. We also show how to build a regime map to distinguish between collisional, turbulent-collisional, and fully turbulent suspensions. (C) 2016 AIP Publishing LLC.
引用
收藏
页数:12
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