A Numerical Validation of 3D Experimental Dam-Break Wave Interaction with a Sharp Obstacle Using DualSPHysics

被引:12
|
作者
Capasso, Salvatore [1 ]
Tagliafierro, Bonaventura [1 ]
Guzel, Hasan [2 ]
Yilmaz, Ada [2 ]
Dal, Kaan [2 ]
Kocaman, Selahattin [2 ]
Viccione, Giacomo [1 ]
Evangelista, Stefania [3 ]
机构
[1] Univ Salerno, Dept Civil Engn, Via Giovanni Paolo II 132, I-84084 Fisciano, Italy
[2] Iskenderun Tech Univ, Dept Civil Engn, TR-31200 Iskenderun, Turkey
[3] Univ Cassino & Southern Lazio, Civil & Mech Engn Dept, I-03043 Cassino, Italy
关键词
SPH; dam-break; DualSPHysics; FSI; experiments with fluids; SMOOTHED PARTICLE HYDRODYNAMICS; SPH; IMPACT; PROPAGATION; FORCE;
D O I
10.3390/w13152133
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The presence downstream of a dam of either rigid or erodible obstacles may strongly affect the flood wave propagation, and this complex interaction may lead to further dramatic consequences on people and structures. The open-source Lagrangian-based DualSPHysics solver was used to simulate a three-dimensional dam-break in a closed domain including an oriented obstacle that deflects the flow, thus increasing the complexity of fluid dynamics. By comparing numerical results with experimental data, the effectiveness of the model was evaluated and demonstrated with an extensive sensitivity analysis based on several parameters crucial to the smoothed particle hydrodynamics method, such as the resolution, the boundary conditions, and the properties of the interaction weight function. Charts and summary tables highlight the most suitable conditions for simulating such occurrences in the DualSPHysics framework. The presence of the obstacle, being also an opportunity for observation and study of complex fluid dynamics, opens the way to investigate the fluid interaction with solid objects involved in dam-break events and, possibly, to predict their effect with respect to the relative position between them and the flood and other relevant parameters. Finally, the numerical model presents a good overall agreement.
引用
收藏
页数:22
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