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Journal article

Run-up on a structure due to second-order waves and current in a numerical wave tank

From

Department of Hydrodynamics and Water Resocurces, Technical University of Denmark1

DHI Water - Environment - Health2

University of Hawaii3

A numerical wave tank is considered in which the interaction between waves, current and a structure is simulated by a 3D boundary element model in the time domain. Through a Taylor series expansion and a perturbation procedure the model is formulated to second order in wave steepness and to first order in current speed.

The boundary-value problem is separated into a known incident wave field and an unknown scattered wave field, the latter being absorbed at the radiation boundaries using active wave absorption. The present paper focuses on the wave run-up on a structure in waves and current. For the simulations a bottom mounted vertical circular cylinder is chosen.

The numerical results show good agreement with previous analytical and numerical solutions for second-order wave diffraction without a current and first-order wave diffraction with a collinear current. The inclusion of a current in the calculation of second-order wave run-up is new and the validity of the results is demonstrated by a parametric study.

It is shown that both the current and the second-order wave components are of significant importance in calculating magnitude and location of the maximum run-up on a structure. (C) 1998 Elsevier Science Ltd. All rights reserved.

Language: English
Year: 1998
Pages: 297-308
ISSN: 18791549 and 01411187
Types: Journal article
DOI: 10.1016/S0141-1187(98)00022-4

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