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WALOWA (WAve LOads on WAlls) - Large-scale Experiments in the Delta Flume on Overtopping Wave Loads on Vertical Walls [WALOWA (WAve LOad on WAlls) - Grootschalige experimenten in de Delta Flume over overslaggeïnduceerde impacten op verticale wanden]
Citation
Kortenhaus, Andreas, Streicher, Maximilian, Gruwez, Vincent, Altomare, Corrado, Hofland, Bas, Chen, Xuexue, ... Klein Breteler, Mark. (2019). WALOWA (WAve LOads on WAlls) - Large-scale Experiments in the Delta Flume on Overtopping Wave Loads on Vertical Walls [Data set]. Zenodo. Http://doi.org/10.5281/zenodo.2843140 https://doi.org/10.5281/zenodo.2843140


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Availability: Unrestricted
The data are freely available to anybody and may be used for any purpose. Usage acknowledgement may be required

Description
Within the European project ‘WAve LOads on WAlls’ (WALOWA) model tests in the Delta flume (The Netherlands) were conducted. It is the aim to study overtopping wave loads on storm walls and buildings. The project is coordinated by Ghent University (Belgium), in cooperation with TU Delft (The Netherlands), RWTH Aachen (Germany), University of Bari, University of L'Aquila, University of Calabria and University of Florence (Italy) and Flanders Hydraulics Research (Belgium). The project is financed by a grant by Hydralab+ in the framework of the EC Horizon 2020 program. Measurements: overtopping wave loads (pressure and forces), overtopping flow parameters (thickness and velocity), water surface elevation along the mildly sloping foreshore, bathymetry of the sandy foreshore more

A model geometry comprised of a sandy beach, a sloping dike, promenade and wall structure was built into the Delta flume. The beach alone consists of 1000m³ sand material and was an essential part of the structure, to obtain the broken wave conditions similar to reality. Waves representing a storm with a 1000 year return period and an additional water level to account for sea level rise result in the tested extreme storm conditions. Measurements of the water surface elevation were taken close to the paddle, along the mildly sloping foreshore and at the dike toe location by resistance type wave gauges mounted to the flume side wall. The bathymetry of the sandy foreshore was measured by a mechanical profiler before and after the test. The overtopping flow properties thickness and velocity were measured by resistance type wave gauges, ultra-sonic distance sensors, paddle wheels and an electro-magnetic current meter installed along the promenade. Finally, the impact forces and pressures on the wall were measured by compression load cells and pressure sensors respectively. The data-set was complemented by a number of synoptic measurements (laser, GoPro, High-speed camera).

Scope
Themes:
Coastal studies (e.g. shores, estuaries), Physical, Physical > Waves - swell
Keywords:
Delta Flume, Force, Hydralab+, Impact loads, Large-scale hydraulic experiments, mild foreshore, Overtopping, Pressure, Sea walls, Shallow water

Contributors
Universiteit Gent; Faculteit Ingenieurswetenschappen; Vakgroep Civiele Techniek, moredata ownerdatabase developerdata creatordata manager
Universiteit Gent; Coastal Engineering Research Group (CERG), moredata creator
Universiteit Gent; Faculteit Ingenieurswetenschappen en Architectuur; Vakgroep Civiele Techniek; Afdeling Weg- en Waterbouw (AWW), moredata creator

Publication
Based on this dataset
Streicher, M. (2019). Loads induced by overtopping bores on vertical walls at the end of sea facing promenades : a laboratory study. PhD Thesis. Ghent University, Department of Civil Engineering: Gent. ISBN 9789463552479. 236 pp., more
Streicher, M. et al. (2019). Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall, in: ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering - Volume 3: Structures, Safety, and Reliability. pp. 10, more
Streicher, M. et al. (2019). Overtopped wave loads on walls (Walowa) – Numerical and physical modelling of large-scale experiments in the Delta Flume, in: Henry, P.-Y. et al. Trans-national Access in Hydralab+: Proceedings of the Joint User Meeting Bucharest, Romania, 22-23 May 2019. pp. 57-67, more
Streicher, M. et al. (2019). Classification of bore patterns induced by storm waves overtopping a dike crest and their impact types on dike mounted vertical walls – a large-scale model study. Coast. Eng. J. 61(3): 321-339. https://dx.doi.org/10.1080/21664250.2019.1589635, more
Cappietti, L. et al. (2018). Large-scale experiments of wave-overtopping loads on walls: Layer thicknesses and velocities, in: Proceedings of the ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 7A: Ocean Engineering: June 17–22, 2018 Madrid, Spain. pp. [1-6]. https://dx.doi.org/10.1115/omae2018-78104, more
Saponieri, A. et al. (2018). Beach profile evolution in front of storm seawalls : a physical and numerical study, in: Lynett, P. (Ed.) Proceedings of 36th International Conference on Coastal Engineering ICCE, July 30th to August 3rd 2018, Baltimore, USA. pp. [1-13], more
Streicher, M. et al. (2018). Prediction of dynamic and quasi-static impacts on vertical sea walls caused by an overtopped bore, in: Lynett, P. (Ed.) Proceedings of 36th International Conference on Coastal Engineering ICCE, July 30th to August 3rd 2018, Baltimore, USA. pp. [1-15], more
Hirt, M. (2017). Analysis of wave overtopping impacts on storm walls. MA Thesis. RWTH Aachen University: Aachen. , more
Marinov, K.K. (2017). Wave impacts on storm walls. A study on scale effects. MA Thesis. Delft University of Technology. Faculty of Civil Engineering and Geosciences: Delft. 120 pp., more
Describing this dataset
Streicher, M. et al. (2017). Walowa (Wave Loads on Walls): Large-scale experiments in the Delta flume, in: Proceedings of the International Short Course and Conference on Applied Coastal Research, 03 - 06 October 2017, Santander, Spain. pp. [1-11], more


Dataset status: Completed
Data type: Data
Data origin: Research: lab experiment
Metadatarecord created: 2019-12-01
Information last updated: 2019-12-04
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