Sloshing reduction in a swaying tank with porous baffles using scaled boundary finite element method

Sloshing is an inevitable phenomenon in an ocean-going vessel that can have adverse effects. In this work, the mitigation of sloshing is investigated using multiple thin porous baffles of various configurations in a partially filled swaying tank. The boundary value problem is solved within the framework of a linearized potential flow theory using the scaled boundary finite element method. The flow through the thin porous baffles is assumed to follow Darcy's law. The computational domain is divided into a minimum number of subdomains due to the presence of porous baffles and to ensure star convexity. Higher-order polynomials are used along each subdomain edge to represent the unknown field, i.e., velocity potential. The developed numerical model is validated with the known results in the literature. Subsequently, various results, such as the amplification factor and the forces on the tank wall, are presented and discussed for the effect of configuration, porosity, slosh tank width, depth of baffle submergence, and the space between adjacent baffles. From the parametric study, it is observed that top-mounted baffles enhance sloshing suppression by 50% compared to bottom-mounted vertical baffles, considering all sloshing modes. Assessing the overall effectiveness, top-mounted convex baffle configuration emerges as the most efficient configuration for sloshing suppression, achieving a well-balanced reduction across all modes.

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Publication Details

Journal
Physics of Fluids
Published
2025-07-01
DOI
https://doi.org/10.1063/5.0270425
Citations
2
Primary Topic
Fluid Dynamics Simulations and Interactions
Type
article
Field-Weighted Citation Impact
2.67
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article

Sloshing reduction in a swaying tank with porous baffles using scaled boundary finite element method

L. N. Pramod Aladurthi, Ean Tat Ooi, K. G. Vijay, Sundararajan Natarajan et al.
2 citations
Physics of Fluids
Fluid Dynamics Simulations and Interactions
2.67
article

Sloshing reduction in a swaying tank with porous baffles using scaled boundary finite element method

L. N. Pramod Aladurthi, Ean Tat Ooi, K. G. Vijay, Sundararajan Natarajan, Aditya N. Roy Choudhury
article en
2 citations

Abstract

Sloshing is an inevitable phenomenon in an ocean-going vessel that can have adverse effects. In this work, the mitigation of sloshing is investigated using multiple thin porous baffles of various configurations in a partially filled swaying tank. The boundary value problem is solved within the framework of a linearized potential flow theory using the scaled boundary finite element method. The flow through the thin porous baffles is assumed to follow Darcy's law. The computational domain is divided into a minimum number of subdomains due to the presence of porous baffles and to ensure star convexity. Higher-order polynomials are used along each subdomain edge to represent the unknown field, i.e., velocity potential. The developed numerical model is validated with the known results in the literature. Subsequently, various results, such as the amplification factor and the forces on the tank wall, are presented and discussed for the effect of configuration, porosity, slosh tank width, depth of baffle submergence, and the space between adjacent baffles. From the parametric study, it is observed that top-mounted baffles enhance sloshing suppression by 50% compared to bottom-mounted vertical baffles, considering all sloshing modes. Assessing the overall effectiveness, top-mounted convex baffle configuration emerges as the most efficient configuration for sloshing suppression, achieving a well-balanced reduction across all modes.

Physics of FluidsVol. 37(7)
Federation University (AU), Indian Institute of Technology Madras (IN)
Openalex Percentile: Top 11%
Fluid Dynamics Simulations and Interactions
2.67
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Sloshing reduction in a swaying tank with porous baffles using scaled boundary finite element method — L. N. Pramod Aladurthi, Ean Tat Ooi, et al. · Physics of Fluids (2025) | TGRS Research Map | TGRS