Abstract
A novel two-dimensional numerical wave tank based on the two-phase
Navier–Stokes equations (NSEs) is presented. The popular projection
method is applied to decouple the pressure and velocity fields, while
the solutions are uniquely enhanced by a newly-developed
immersed-boundary generalized harmonic polynomial cell (IB-GHPC) method
for the pressure Poisson equation, which lies at the heart of the
projection method. The GHPC method, originally proposed for the
constant-coefficient Poisson equation, has been employed in solving the
single-phase NSEs with success, though it cannot be directly applied for
two-phase flows. In this paper, we show that the GHPC method can still
be used in solving two-phase flow problems by introducing a
pressure-correction method. By considering wave generation and
propagation, the accuracy and convergence rate of the present numerical
model is demonstrated. The solver is further validated against model
tests for wave propagation over a submerged breakwater, and a perforated
plate in oscillatory flows and incident waves. Excellent agreement with
benchmark results confirms the accuracy and the validity of the new
numerical wave tank towards more general wave–structure-interaction
problems. The free-surface effect on the wave loads of a perforated
plate is further investigated through applications of the present
numerical model.
Original language | English |
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Article number | 104273 |
Journal | Coastal Engineering |
Volume | 180 |
Number of pages | 17 |
ISSN | 0378-3839 |
DOIs | |
Publication status | Published - 2023 |
Keywords
- Two-phase flow
- Harmonic polynomial cell method
- Pressure Poisson equation
- Incompressible Navier–Stokes equations
- Perforated plate