Analysis of the artificial viscosity in the smoothed particle hydrodynamics modelling of regular waves

被引:47
作者
De Padova, Diana [1 ]
Dalrymple, Robert A. [2 ]
Mossa, Michele [1 ]
机构
[1] Tech Univ Bari, Dept Civil Environm Bldg Engn & Chem, I-70125 Bari, Italy
[2] Johns Hopkins Univ, Dept Civil Engn, Baltimore, MD 21218 USA
关键词
smoothed particle hydrodynamics; numerical methods; regular breaking waves; physical modelling; Artificial viscosity; INCOMPRESSIBLE SPH METHOD; FREE-SURFACE FLOWS; DAM-BREAK; SIMULATION;
D O I
10.1080/00221686.2014.932853
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper considers the effect of artificial viscosity in smoothed particle hydrodynamics (SPH) computations of six different regular waves. The purpose is to improve the modelling of physically real effects and thereby make SPH a more attractive modelling option. The essence of the proposed method is to avoid running the simulation with different values of the empirical coefficient used in artificial viscosity in order to find the optimum value of this parameter for a given problem. Thorough calibration of the SPH's numerical parameters is performed through the comparison between numerical and experimental data. Among the various parameters involved, the smoothing length and the particle resolution are important in shaping the results. The analysis confirms that when the ratio of particle spacing to smoothing length and the particle resolution useful for different computational domains have been defined, the empirical coefficient depends only on the type of wave breaking in term of the Irribarren number.
引用
收藏
页码:836 / 848
页数:13
相关论文
共 55 条
[1]   Numerical simulation of fluid-structure interaction by SPH [J].
Antoci, Carla ;
Gallati, Mario ;
Sibilla, Stefano .
COMPUTERS & STRUCTURES, 2007, 85 (11-14) :879-890
[2]   VON-NEUMANN STABILITY ANALYSIS OF SMOOTHED PARTICLE HYDRODYNAMICS - SUGGESTIONS FOR OPTIMAL-ALGORITHMS [J].
BALSARA, DS .
JOURNAL OF COMPUTATIONAL PHYSICS, 1995, 121 (02) :357-372
[3]   Numerical simulation of interfacial flows by smoothed particle hydrodynamics [J].
Colagrossi, A ;
Landrini, M .
JOURNAL OF COMPUTATIONAL PHYSICS, 2003, 191 (02) :448-475
[4]   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
[5]   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
[6]   An SPH projection method [J].
Cummins, SJ ;
Rudman, M .
JOURNAL OF COMPUTATIONAL PHYSICS, 1999, 152 (02) :584-607
[7]   Numerical modeling of water waves with the SPH method [J].
Dalrymple, RA ;
Rogers, BD .
COASTAL ENGINEERING, 2006, 53 (2-3) :141-147
[8]  
Dalrymple RA, 2001, COASTAL DYNAMICS '01: PROCEEDINGS, P779
[9]  
De Padova D., 2009, SPH SIMULATIONS REGU, P1
[10]   3D SPH modelling of hydraulic jump in a very large channel [J].
De Padova, Diana ;
Mossa, Michele ;
Sibilla, Stefano ;
Torti, Emanuela .
JOURNAL OF HYDRAULIC RESEARCH, 2013, 51 (02) :158-173