2014
DOI: 10.9753/icce.v34.structures.1
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Simulation of Extreme Events of Oblique Wave Interaction With Porous Breakwater Structures

Abstract: INTRODUCTIONThis paper introduces a numerical approach for the analysis of extreme events of oblique wave interactions with breakwater structures. The use of numerical models for analysis of wave-structure interaction is seen more often. However, the major challenge for three-dimensional simulations is the computational cost. For many applications a twodimensional approximation is valid, however, for investigating oblique wave interaction with coastal structures, a three-dimensional simulation is required.

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Cited by 3 publications
(4 citation statements)
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“…For regular time series the regular wave height and wave period were used. This pragmatic approach is similar to that taken in Higuera et al (2014a) and Jensen et al (2014b).…”
Section: Flow Resistance Due To a Permeable Structurementioning
confidence: 92%
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“…For regular time series the regular wave height and wave period were used. This pragmatic approach is similar to that taken in Higuera et al (2014a) and Jensen et al (2014b).…”
Section: Flow Resistance Due To a Permeable Structurementioning
confidence: 92%
“…Therefore, a better representation of the impacts would be expected with three dimensional calculations, but they are still prohibitively expensive and measures need to be taken in order to obtain manageable simulation times; see e.g. Jensen et al (2014b), where only the severe impacts observed from a two dimensional simulation were reproduced in three dimensions.…”
Section: Wave Induced Pressuresmentioning
confidence: 99%
See 1 more Smart Citation
“…In the described procedure, the latter choice is not followed, in order to maintain the link between the model test and the numerical simulation. Another alternative procedure, applied on a similar problem, has been presented in Kim et al in 2012 ("Euler overlay method") [8] and [9]. In the present work, the control signal for a numerical wave maker is obtained based on linearly propagating the measured wave components back to a different (closer) location than the original wave maker.…”
Section: Introductionmentioning
confidence: 98%