A mesh-free method boundary condition technique in open channel flow simulation

被引:24
作者
Fu, Lei [1 ]
Jin, Yee-Chung [1 ]
机构
[1] Univ Regina, Fac Engn & Appl Sci, Regina, SK S4S 0A2, Canada
关键词
Mesh-free method; MPS; open channel model; particle method; velocity profile; SMOOTHED PARTICLE HYDRODYNAMICS; FREE-SURFACE FLOW; SPH SIMULATION; NUMERICAL-SIMULATION; SEMIIMPLICIT METHOD; GRAVITY CURRENTS; SOLITARY WAVES; DAM-BREAK; WET BED; WATER;
D O I
10.1080/00221686.2012.745455
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The mesh-free particle method has been successfully used in simulation of various types of flow. Small particle distance is typically used for representing the form of the simulation domain, requiring a large amount of computing time, accordingly, and, thus, seriously affecting the efficiency of the mesh-free method. In order to optimize the efficiency and accuracy of the mesh-free method in simulating open channel flow, a new approach based on the assigning velocity to ghost particles next to the solid boundary is developed. This ghost particle velocity correction also considers the bed roughness, the flow depth and the particle distance all together so that larger particle distance can be used in open channel flow simulations with the mesh-free method, requiring less simulation time, while the correct velocity distribution over depth is still maintained. Experimental cases are used to compare the numerical results to show the advantages of using this improved method.
引用
收藏
页码:174 / 185
页数:12
相关论文
共 47 条
[1]  
[Anonymous], 2003, Smoothed particle hydrodynamics: a meshfree particle method, DOI DOI 10.1007/S00466-004-0573-1
[2]   Numerical simulation of interfacial flows by smoothed particle hydrodynamics [J].
Colagrossi, A ;
Landrini, M .
JOURNAL OF COMPUTATIONAL PHYSICS, 2003, 191 (02) :448-475
[3]   Modeling Dam Break Behavior over a Wet Bed by a SPH Technique [J].
Crespo, A. J. C. ;
Gomez-Gesteira, M. ;
Dalrymple, R. A. .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2008, 134 (06) :313-320
[4]   3D SPH Simulation of large waves mitigation with a dike [J].
Crespo, A. J. C. ;
Gomez-Gesteira, M. ;
Dalrymple, R. A. .
JOURNAL OF HYDRAULIC RESEARCH, 2007, 45 (05) :631-642
[5]  
Di Monaco A, 2011, ENG APPL COMP FLUID, V5, P1
[6]   Neighbour lists in smoothed particle hydrodynamics [J].
Dominguez, J. M. ;
Crespo, A. J. C. ;
Gomez-Gesteira, M. ;
Marongiu, J. C. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2011, 67 (12) :2026-2042
[7]   SPH simulation of free surface flow over a sharp-crested weir [J].
Ferrari, Angela .
ADVANCES IN WATER RESOURCES, 2010, 33 (03) :270-276
[8]  
FLUENT, 2009, FLUENT 12 0 US GUID
[9]   Green water overtopping analyzed with a SPH model [J].
Gómez-Gesteira, M ;
Cerqueiroa, D ;
Crespoa, C ;
Dalrymple, RA .
OCEAN ENGINEERING, 2005, 32 (02) :223-238
[10]   Using a three-dimensional smoothed particle hydrodynamics method for wave impact on a tall structure [J].
Gómez-Gesteira, M ;
Dalrymple, RA .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2004, 130 (02) :63-69