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Extreme wave generation using self correcting method — Revisited
Institution:1. Forschungszentrum Küste, Leibniz Universität Hannover, Merkurstraße 11, 30419 Hannover, Germany;2. Department of Ocean Engineering, Indian Institute of Technology, Madras, Chennai 600-036, India;3. Leichtweiß-Institute for Hydraulic Engineering, Technische Universität Braunschweig, Beethovenstraße 51A, 38106 Braunschweig, Germany;1. Applied Mathematics, University of Twente, The Netherlands;2. LabMath-Indonesia, Bandung, Indonesia;1. Department of Civil and Environmental Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 151-744, Republic of Korea;2. Department of Civil and Environmental Engineering & Integrated Research Institute of Construction and Environmental Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 151-744, Republic of Korea;1. Deltares, P.O. Box 177, 2600 MH Delft, The Netherlands;2. Delft University of Technology, Faculty of Civil Engineering and Geosciences, Hydraulic Engineering Section, P.O. Box 5048, 2600 GA Delft, The Netherlands
Abstract:A proper design of offshore and coastal structures requires further knowledge about extreme wave events. Such waves are highly nonlinear and may occur unexpectedly due to diverse reasons. One of these reasons is wave–wave interaction and the wave focusing technique represents one option to generate extreme wave events in the laboratory. The underlying mechanism is the superimposition and phasing of wave components at a predefined location. To date, most of the existing methods to propagate target wave profile backwards to the position of the wave generator apply linear wave theory. The problem is that the generated waves with different frequencies generate new components which do not satisfy the linear dispersion relation. As a result, small changes in the wave board control signal generally induce large and random shifts in the resulting focused wave. This means that iterations are necessary to get the required wave profile at the correct position in the flume. In this study, a Self Correcting Method (SCM) is applied to optimize the control signal of the wave maker in a Numerical Wave Tank (NWT). The nonlinearities are included in the control signal and accurate wave focusing is obtained irrespective of the prevailing seabed topography (horizontal or sloping) and type of structure (reflective or absorbing). The performance of the proposed SCM is numerically investigated for a wide variety of scenarios and validated by scale model tests in the Large Wave Flume (Großer Wellen Kanal, GWK), Hannover, Germany. Moreover, the application of the proposed SCM in the Numerical Wave Tank to generate a tsunami at a predefined position and the comparison of the results with the time series recorded in the Pago Pago harbour (Samoa) is very encouraging. The strengths and limitations of the proposed SCM are discussed, including the potential for further developments.
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