THE WAVE RUN-UP SIMULATOR, THEORY AND FIRST PILOT TEST
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Supplementary Files

Video of pilot run-up test

Keywords

overtopping
run-up
simulator
flow velocity

How to Cite

van der Meer, J., Provoost, Y., & Steendam, G. J. (2012). THE WAVE RUN-UP SIMULATOR, THEORY AND FIRST PILOT TEST. Coastal Engineering Proceedings, 1(33), structures.65. https://doi.org/10.9753/icce.v33.structures.65

Abstract

The idea of the Wave Run-up Simulator is based on the experiences with the Wave Overtopping Simulator. It is possible to simulate wave tongues overtopping a dike crest in reality. It must also be possible to simulate waves in the run-up and run-down zone of the seaward slope. This is the zone after waves have broken and when they rush-up the slope. The present paper describes this new idea of the Wave Run-up Simulator, why it is useful to develop the machine, to perform research with it and to develop a prediction method for slope strength. In fact, a prediction method can already be developed from the Cumulative Overload Method, which was developed on the basis of results with the Wave Overtopping Simulator, see Van der Meer et al. (2010). It also means that tests on the seaward slope will be done for validation purposes only. The paper describes in detail what is known about the movement of waves in this run-up zone and what actually the Wave Run-up Simulator has to simulate. Not a lot of research has been performed to describe the wave run-up process in detail, physically nor statistically. Finally, the pilot test has been described including hydraulic measurements on the slope.
https://doi.org/10.9753/icce.v33.structures.65
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References

Battjes, J.A., 1974. Computation of set-up, longshore currents, run-up and overtopping due to wind-generated waves. Ph.D. Thesis, Technical University Delft, Delft.

Besley, P., 1999. Overtopping of seawalls - design and assessment manual, R&D Technical Report W178, Environment Agency, Bristol, UK.

De Rouck, J. and Geeraerts, J., 2005. CLASH - final report: full scientific and technical report. http://www.clash-eu.org.

EAK, 2002. Empfehlungen des Arbeitsausschusses Kustenschutzwerke. Die Kuste. H. 65.

EurOtop, 2007. 'EurOtop. Wave Overtopping of Sea Defences and Related Structures: Assessment Manual', Environment Agency, UK/ENW Expertise Netwerk Waterkeren, NL/KFKI Kuratorium fur Forschung im Kusteningenieurwesen, DE, Pullen, T., Allsop, N.W.H., Bruce, T., Kortenhaus, A., Schuttrumpf, H. and van der Meer, J.W. http://www.overtopping-manual.com.

Franco, L., de Gerloni, M. and van der Meer, J., 1994. Wave overtopping on vertical and composite breakwaters. In Proc. 24th International Conference on Coastal Engineering, New York, ASCE, pp. 1030-1044.

Goda, Y., 2009. Derivation of unified wave overtopping formulas for seawalls with smooth, impermeable surfaces based on selected CLASH datasets. Coastal Engineering, 56(4): pp. 385-399.http://dx.doi.org/10.1016/j.coastaleng.2008.09.007

Kofoed, J.P., 2002. Wave overtopping of Marine Structures - Utilization of Wave Energy. PhD Thesis, Aalborg University, Aalborg, DK.

Kofoed, J.P. and Burcharth, H.F., 2002. Estimation of overtopping rates on slopes in wave power devices and other low crested structures., 28th International Conference on Coastal Engineering (ICCE 2002), Cardiff, Wales.

PMCid:128742

Mansard, E.P.D. and Funke, E.R., 1980. The measurement of incident and reflected spectra using a least squares method. . In Proc. National Conference Publication - Institution of Engineers, Australia, ASCE, n.80/1, pp. 95-96.

Margheritini, L., Vicinanza, D. and Frigaard, P., 2009. SSG wave energy converter: Design, reliability and hydraulic performance of an innovative overtopping device. Renewable Energy, 34(5): pp. 1371-1380.http://dx.doi.org/10.1016/j.renene.2008.09.009

Owen, M.W., 1980. Design of sea walls allowing for wave overtopping. Report EX 924, Hydraulics Research, Wallingford, UK (1980).

Schuttrumpf, H., 2001. Wellenuberlaufströmung bei Seedeichen - Experimentelle und theoretische Untersuchungen. Phd Thesis, Technischen Universität Carolo-Wilhelmina, Braunschweig, DE.

Smid, R., Schuttrumpf, H. and Möller, J., 2001. Untersuchungen zur Ermittlung der mittleren Wellenuberlaufrate an einer senkrechten Wand und einer 1:1,5 geneigten Böschung fur Versuche mit und ohne Freibord (Report on small scale tests, in German), Leichtweiß Institute for Hydraulics, Technical University of Braunschweig, Germany.

TAW, 2002. Technical Report Wave Run-up and Wave Overtopping at Dikes, Technische Adviescommissie voor de Waterkeringen, Delft.

van der Meer, J.W., Verhaeghe, H. and Steendam, G.J., 2005. Database on wave overtopping at coastal structures, CLASH WP2 database, Infram, Marknesse, NL.

van Gent, M.R.A., Van den Boogaard, H.F.P., Pozueta, B. and Medina, J.R., 2007. Neural network modelling of wave overtopping at coastal structures. Coastal Engineering, 54(8): pp. 586-593.http://dx.doi.org/10.1016/j.coastaleng.2006.12.001

Victor, L. and Troch, P., 2010. Development of a test set-up to measure large wave-by-wave overtopping masses. In Proc. Third International Conference on the Application of Physical Modelling to Port and Coastal Protection (Coastlab 10), Barcelona, Spain.

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