Interaction of wet dam-break flows with a structure: on the effects of surface tension and gate opening velocity in water surface evolution using MPS method

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Computational Particle Mechanics Pub Date : 2023-02-14 DOI:10.1007/s40571-023-00561-6
Joel Sanchez-Mondragon, Jassiel V. H. Fontes, Marco Polo Espinoza-Haro, Paulo T. T. Esperança
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Abstract

This paper presents an experimental and numerical investigation of the interaction of wet dam-break flows with a fixed structure. These flows presented breaking features and caused bow run-up and shipping water events on the deck of the structure. Wet dam-break experiments were performed using high-speed video to capture the stages of wave generation, interaction with the structure and propagation on its deck. Two different incoming flows were generated, varying the freeboard, and keeping the same wet dam-break ratio. These were numerically simulated using Moving Particle Semi-implicit (MPS) method. The purpose was to compare MPS numerical simulations based on two surface tension models previously proposed in the literature and a geometric-based surface tension model proposed in this work, this to improve free surface performance to represent breaking wave features more realistically. First, the different approaches were compared with experimental results. Then, the proposed model was implemented to analyze the effect of the velocity applied to gate opening on the water surface during wave generation, wave-bow interaction and water propagation over the deck. The distribution of particles, pressure and velocity fields was presented in this analysis. Results showed that the proposed surface tension model performed well in representing the free surface. It was seen that surface tension effects can be relevant during the wave formation effects. Furthermore, it was verified that variating the gate opening velocity, dynamic interactions of the resulting waves with the structure was affected, causing energetic processes variations. It is recommended to consider this velocity for validation purposes.

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湿溃坝水流与构筑物的相互作用:表面张力和开闸速度对水面演化的影响
本文对湿溃坝水流与固定结构的相互作用进行了实验和数值研究。这些水流呈现破碎特征,并在结构的甲板上引起船首倾斜和船舶水事件。采用高速视频技术进行了湿溃坝试验,捕捉了波浪产生、与结构相互作用以及在甲板上传播的各个阶段。产生了两种不同的流入流,不同的干舷,并保持相同的湿坝决口比。采用运动粒子半隐式(MPS)方法对其进行数值模拟。目的是比较基于文献中提出的两种表面张力模型和本工作中提出的基于几何的表面张力模型的MPS数值模拟,以提高自由表面性能,更真实地表征破碎波特征。首先,将不同方法与实验结果进行了比较。然后,实施该模型,分析了在波浪产生、波弓相互作用和水在甲板上传播过程中,闸门打开时施加的速度对水面的影响。分析了颗粒场、压力场和速度场的分布。结果表明,所提出的表面张力模型能较好地表征自由表面。结果表明,表面张力效应与波浪形成效应有关。此外,还验证了闸门打开速度的变化会影响产生的波与结构的动态相互作用,从而引起能量过程的变化。为了验证的目的,建议考虑这个速度。
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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
期刊介绍: GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research. SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including: (a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc., (b) Particles representing material phases in continua at the meso-, micro-and nano-scale and (c) Particles as a discretization unit in continua and discontinua in numerical methods such as Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.
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