Analysis of the incipient motion of spherical particles in an open channel bed, using a coupled computational fluid dynamics discrete element method model

被引:6
作者
Bravo-Blanco, A. [1 ]
Sanchez-Medina, A. [1 ]
Ayuga, F. [1 ]
机构
[1] Univ Politecn Madrid, Escuela Tecn Super Ingn Agraria Alimentaria Biosi, BIPREE Res Grp, Campus Ciudad Univ s-n, E-28040 Madrid, Spain
关键词
Erosion; Modelling; Critical velocity; CFD; DEM; GAS-SOLID FLOW; NUMERICAL-SIMULATION; DEM SIMULATIONS; SEDIMENT MOVEMENT; SOIL ERODIBILITY; CFD-DEM; THRESHOLD; EROSION; VALIDATION; VELOCITIES;
D O I
10.1016/j.biosystemseng.2016.12.003
中图分类号
S2 [农业工程];
学科分类号
082806 [农业信息与电气工程];
摘要
The measurement of liquid-induced erosion using CFD DEM (computational fluid dynamics discrete element method) models has been studied in detail, particularly in rough pipes. Some studies have provided measurements of the erosion rate in open liquid solid systems, but there is less information on the incipient motion of individual particles since it is difficult to design test beds that can provide reliable results. This work compares the fluid flow velocity required to initiate incipient motion of a particle predicted by a coupled CFD DEM model with measurements obtained during an experiment in an open channel under laboratory conditions. The experiment was designed to obtain a continuous flow with a slow and gradual increase in water velocity. The bed was made using two rows of spheres fixed in staggered positions, and a test sphere resting on top of the three neighbouring fixed spheres (i.e. nestling in the space between the surfaces of the fixed spheres). A 50 mm-high spillway gate was located downstream of the test sphere in order to obtain deeper water upstream, and provide more easily monitored and controllable water flows. The critical flow velocity required to initiate incipient motion in the five test spheres of different dimensions was measured by acoustic Doppler velocimetry. The difference in the results provided by the two methods was <5% (i.e. no significant difference). The coupled CFD DEM model could therefore predict this variable and could be useful for investigating incipient erosion under other conditions.(C) 2016 IAgrE. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:68 / 76
页数:9
相关论文
共 50 条
[21]
Hanson GJ, 2004, APPL ENG AGRIC, V20, P455
[22]
Parameters and contact models for DEM simulations of agricultural granular materials: A review [J].
Horabik, Jozef ;
Molenda, Marek .
BIOSYSTEMS ENGINEERING, 2016, 147 :206-225
[23]
Movements of a sphere rolling down an inclined plane [J].
Jan, CD ;
Chen, JC .
JOURNAL OF HYDRAULIC RESEARCH, 1997, 35 (05) :689-706
[24]
A new method for validation of a CFD-DEM model of gas-solid fluidized bed [J].
Karimi, Maryam ;
Mostoufi, Navid ;
Zarghami, Reza ;
Sotudeh-Gharebagh, Rahmat .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2012, 47 :133-140
[25]
Process Modeling in the Pharmaceutical Industry using the Discrete Element Method [J].
Ketterhagen, William R. ;
Ende, Mary T. Am ;
Hancock, Bruno C. .
JOURNAL OF PHARMACEUTICAL SCIENCES, 2009, 98 (02) :442-470
[26]
CFD-DEM study of effect of bed thickness for bubbling fluidized beds [J].
Li, Tingwen ;
Gopalakrishnan, Pradeep ;
Garg, Rahul ;
Shahnam, Mehrdad .
PARTICUOLOGY, 2012, 10 (05) :532-541
[27]
Discrete element simulation for pneumatic conveying of granular material [J].
Lim, EWC ;
Wang, CH ;
Yu, AB .
AICHE JOURNAL, 2006, 52 (02) :496-509
[28]
A review of erosion and sediment transport models [J].
Merritt, WS ;
Letcher, RA ;
Jakeman, AJ .
ENVIRONMENTAL MODELLING & SOFTWARE, 2003, 18 (8-9) :761-799
[29]
THRESHOLD OF SEDIMENT MOTION UNDER UNIDIRECTIONAL CURRENTS [J].
MILLER, MC ;
MCCAVE, IN ;
KOMAR, PD .
SEDIMENTOLOGY, 1977, 24 (04) :507-527
[30]
NORTEK AS Inc, 1996, ADV OP MAN, P23