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Trapped Modes Along Periodic Structures Submerged in a Two-Layer Fluid with Free Surface and a Background Steady Flow
by
Pereira, Bruno
, Dias, Gonçalo
in
Analysis
/ Barriers
/ dispersion relation
/ Eigenvalues
/ Free surfaces
/ Periodic structures
/ spectral problem
/ Stability
/ Steady flow
/ Thickness
/ trapped modes
/ Velocity
/ Water waves
2025
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Trapped Modes Along Periodic Structures Submerged in a Two-Layer Fluid with Free Surface and a Background Steady Flow
by
Pereira, Bruno
, Dias, Gonçalo
in
Analysis
/ Barriers
/ dispersion relation
/ Eigenvalues
/ Free surfaces
/ Periodic structures
/ spectral problem
/ Stability
/ Steady flow
/ Thickness
/ trapped modes
/ Velocity
/ Water waves
2025
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Do you wish to request the book?
Trapped Modes Along Periodic Structures Submerged in a Two-Layer Fluid with Free Surface and a Background Steady Flow
by
Pereira, Bruno
, Dias, Gonçalo
in
Analysis
/ Barriers
/ dispersion relation
/ Eigenvalues
/ Free surfaces
/ Periodic structures
/ spectral problem
/ Stability
/ Steady flow
/ Thickness
/ trapped modes
/ Velocity
/ Water waves
2025
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Trapped Modes Along Periodic Structures Submerged in a Two-Layer Fluid with Free Surface and a Background Steady Flow
Journal Article
Trapped Modes Along Periodic Structures Submerged in a Two-Layer Fluid with Free Surface and a Background Steady Flow
2025
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Overview
This study examines the trapping of linear water waves by an endless structure of stationary, three-dimensional periodic obstacles within a two-layer fluid system. The setup features a lower layer of either limited or unlimited depth, overlaid by an upper layer of finite thickness bounded by a free surface, with each layer exhibiting its own constant background speed relative to the fixed reference frame. For real roots to emerge in the dispersion relation, an additional stability condition on the layer velocities is necessary. By selecting adequate choices for the background flow, a non-linear eigenvalue problem is derived from the variational formulation; its reasonable approximation yields a geometric criterion that guarantees the presence of trapped modes (subject to the aforementioned stability bounds). The selection of the eigenvalue is influenced by velocity owing to the presence of an interface and free surface. Due to inherent symmetries, the overall analysis can be confined to the positive quadrant of the velocity domain. Illustrations are provided for various obstacle setups that produce trapped modes in diverse ways.
Publisher
MDPI AG
Subject
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