Abstract

The boundaries of numerical domains for free-surface wave simulations with marine structures generate spurious wave reflection if no special measures are taken to prevent it. The common way to prevent reflection is to use dissipation zones at the cost of increased computational effort. On many occasions, the size of the dissipation area is considerably larger than the area of interest where wave interaction with the structure takes place. Our objective is to derive a local absorbing boundary condition that has equal performance to a dissipation zone with lower computational cost. The boundary condition is designed for irregular free-surface wave simulations in numerical methods that resolve the vertical dimension with multiple cells. It is for a range of phase velocities, meaning that the reflection coefficient per wave component is lower than a chosen value, say 2%, over a range of values for the dimensionless wave number kh. This is accomplished by extending the Sommerfeld boundary condition with an approximation of the linear dispersion relation in terms of kh, in combination with vertical derivatives of the solution variables. For this article, the boundary condition is extended with a non-zero right-hand side in order to prevent wave reflection, while, at the same time, at the same boundary, generating waves that propagate into the domain. Results of irregular wave simulations are shown to correspond to the analytical reflection coefficient for a range of wave numbers, and to have similar performance to a dissipation zone at a lower cost.

Highlights

  • We employ a numerical method for simulations of extreme, irregular free-surface wave interaction with structures at sea

  • It is for a range of phase velocities, meaning that the reflection coefficient per wave component is lower than a chosen value, say 2%, over a range of values for the dimensionless wave number kh

  • To arrive at an absorbing boundary condition for free-surface wave simulations, we start from Sommerfeld condition (13) and look for ways to include the effect of wave dispersion in the applied c0

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Summary

Introduction

We employ a numerical method for simulations of extreme, irregular free-surface wave interaction with (floating) structures at sea. The absorbing boundary condition is based on a local boundary condition operator in combination with a rational approximation of the free surface wave dispersion relation and with second derivates of velocity and pressure in vertical direction, derived in Wellens [26] This approach extends the range of wave numbers over which spurious wave reflection is low compared to the Sommerfeld boundary condition. For the purpose of wave impacts on marine structures, the boundary condition was implemented in ComFLOW [18], a numerical method for free-surface waves that is based on the NavierStokes equations with a Volume of Fluid approach for the free suface Both the absorbing performance and the combined generating and absorbing performance are verified by comparing the spurious reflection coefficients of irregular wave simulations to the theoretical reflection coefficients. It is demonstrated that the generating absorbing boundary condition (GABC for short) works in theoretical wave propagation simulations, but can be used as a computationally efficient alternative to dissipation zones in a simulation of wave interaction with - and wave impact loads on - a structure in the free surface, which is validated by an experiment

Governing equations
Background
Derivation
Stability
Numerical implementation
Reflection in irregular wave simulations
Practical example of a validated simulation
Conclusion
Findings
Declaration of Competing Interests
Full Text
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