Abstract:
This thesis presents a comprehensive study of a class of water wave scattering problems
relevant to Ocean and Polar Engineering, with a focus on wave interaction with bottom
topographies and floating elastic plates. The findings have direct applications in the design
of resilient coastal structures, optimization of offshore platforms, and the assessment
of wave-induced stresses on ice sheets. These investigations are particularly motivated
by the need to understand wave behavior in regions with complex seabed geometry,
stratified fluids, and ice-covered oceans, with applications to coastal protection, offshore
infrastructure, and climate-responsive engineering.
The fluid is assumed to be inviscid, incompressible, and undergoing irrotational
motion. Further, the flow is assumed to be harmonic in time. Assumption of small
amplitude waves allows for the use of linearized water wave theory, and gravity acts as
the primary restoring force. In certain problems involving ice sheets, the nonlinear effects
are considered through the Homotopy analysis method. The objective of this thesis is to
examine a broad class of wave-structure interaction problems relevant to ocean and polar
environments. The study begins with an investigation of wave scattering by an asymmetric
trench in a homogeneous fluid, followed by an analysis of wave interaction with periodic
bottom topography in a two-layer stratified fluid, accounting for surface and interfacial
tension as well as a uniform background current. It then explores hydroelastic wave
interaction with sinusoidally varying elastic plates representing spatially non-uniform ice
sheets. Further, the thesis analyzes Bragg resonance phenomena arising from non-periodic
ice geometries such as Gaussian and Gaussian oscillatory profiles in the presence of current.
Finally, it examines the nonlinear interaction of waves with a variable ice sheet and the
formation of class-I Bragg resonant waves in ice-covered fluid using the Homotopy Analysis
Method (HAM).
Each physical configuration is modeled by formulating appropriate boundary value
problems. These involve Laplace’s equation or modified Helmholtz’s equation as the
governing equation for the velocity potential, subject to linearized free surface and interface
conditions, impermeable bottom conditions, and hydroelastic boundary conditions based
on thin plate theory for floating elastic plates. In stratified media, continuity of pressure
and velocity is enforced at the fluid interface. The Homotopy Analysis Method is used
in the last problem to capture nonlinear equilibrium-state resonant waves beyond the
reach of perturbation techniques. The analytical and semi-analytical methods employed
include Takano’s approach, eigenfunction expansions, the Fourier transform technique,
the asymptotic method, and HAM. Numerical solutions are obtained using MATLAB and
Mathematica. The study presents detailed numerical results for reflection and transmission
coefficients, free surface elevation, velocity potentials, plate deflection, and wave energy
distributions.
The variations of these physical quantities with system parameters, such as depth
ratios, current speed, plate geometry, wavenumber, etc. are analyzed and graphically
illustrated. The findings offer insight into standing waves, resonance amplification, and the
impact of geometric and environmental factors on wave behavior. This work contributes
meaningfully to the understanding and mitigation of wave effects on ice-covered and
coastal environments, and has direct applications in the development of climate-resilient
infrastructure in polar and oceanic regions.