{"datasetrec":{"DasID":6369,"Acronym":null,"StandardTitle":"WALOWA (WAve LOads on WAlls) - Large-scale Experiments in the Delta Flume on Overtopping Wave Loads on Vertical Walls","OrigTitle":"WALOWA (WAve LOad on WAlls) - Grootschalige experimenten in de Delta Flume over overslaggeïnduceerde impacten op verticale wanden","OrigTitleLangID":41,"OrigTitleLangCode":"nl","OrigTitleLang":"Dutch","OrigTitleLangNL":"Nederlands","VersionName":null,"ContactEmail":null,"VersionDate":null,"VersionDay":null,"VersionMonth":null,"VersionYear":null,"SizeReference":null,"EngAbstract":"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.\r\nMeasurements: 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","EngDescr":"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).","OrigAbstract":"Binnen het Europese project ‘WAve LOads on WAlls’ (WALOWA) werden modeltesten in de Delta Flume (Nederland) uitgevoerd. Het is de bedoeling om de impact van overslaande golven op stormmuren en gebouwen te bestuderen. Het project wordt gecoördineerd door Universiteit Gent (België), in samenwerking met TU Delft (Nederland) RWTH Aachen (Duitsland), de Universiteit van Bari, de Universiteit van L’Aquila en de Universiteit van Firenze (Italië) en het Vlaams Waterbouwkundig Laboratorium (België). Het project wordt gefinancierd door een beurs van Hydralab+ in het kader van het EC Horizon 2020 programma.\r\nMetingen: overslaande golfimpacten (druk en krachten), overslaande stroomparameters (dikte en snelheid), waterniveau langsheen het licht hellende voorland, bathymetrie van het zanderige voorlan","OrigDescr":"Een modelgeometrie, bestaande uit een zandstrand, een hellende dijk, promenade en muurstructuur werd gebouwd in de Deltagoot. Het strand alleen al bestond uit 1000 m³ zandmateriaal en was een essentieel onderdeel van de structuur om ervoor te zorgen dat de omstandigheden van de gebroken golf dicht bij de realiteit aanleunden. De geteste extreme stormomstandigheden werden bekomen door het produceren van golven die een storm met een terugkeerperiode van 1000 jaar voorstellen en het toepassen van een bijkomend waterniveau om de zeespiegelstijging in rekening te brengen. Metingen van de hoogte van het waterniveau werden uitgevoerd dicht bij het schot, langs het licht hellende voorland en aan de voet van de dijk door middel van golfhoogtemeters gemonteerd aan de zijwand van de goot. De bathymetrie van het zandige voorland werd gemeten door een mechanische profiler voor en na de test. De dikte en snelheid van de overslaande stroom werden gemeten door golfhoogtemeters, ultrasonische afstandssensoren, schotwielen en elektromagnetische stroommeters geïnstalleerd langsheen de promenade. Tenslotte werden de impactkrachten- en drukken op de muur gemeten door respectievelijk kracht- en druksensoren. De dataset werd aangevuld door een aantal synoptische metingen (laser, GoPro, hogesnelheidscamera).","Comments":null,"ReleaseDate":null,"ReleaseDate0":null,"OrigDescrLang":"Dutch","EmbargoDate":null,"OrigDescrLangNL":"Nederlands","OrigLangCode":"nl","OrigLangCodeExtended":"dut","OrigLangID":41,"DescrCompFlag":0,"DescrTransFlag":0,"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","AccessConstraints":null,"UDate":"2019-12-04","CDate":"2019-12-01","CurrencyDate":null,"RevisionDate":null,"DateLastModified":{"date":"2026-05-23 01:39:24.004480","timezone_type":1,"timezone":"+02:00"},"CheckedFlag":0,"PublicFlag":1,"VlizCoreFlag":1,"MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"StatusID":1,"DasType":"Data","DasTypeID":1,"DasOrigin":"Research: lab experiment","Progress":"Completed","AccessConstraint":"Unrestricted","AccConstrEN":"Unrestricted","AccConstrDisplay":null,"License":null,"AccConstrDescription":"The data are freely available to anybody and may be used for any purpose. \r\nUsage acknowledgement may be required","Lineage":null,"AccConID":4,"DOI":"10.5281/zenodo.2843140"},"dois":null,"spcols":null,"keywords":[{"ThesaurusTerm":"Delta Flume","ThesTypID":0,"ThesType":null,"Code":null,"Description":null,"OrigThesTerm":"Delta Flume","DutchTerm":null,"URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"Force","ThesTypID":2,"ThesType":"CSA Technology Research Database Master Thesaurus","Code":null,"Description":null,"OrigThesTerm":"Force","DutchTerm":null,"URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"Hydralab+","ThesTypID":0,"ThesType":null,"Code":null,"Description":null,"OrigThesTerm":"Hydralab+","DutchTerm":null,"URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"Impact loads","ThesTypID":2,"ThesType":"CSA Technology Research Database Master Thesaurus","Code":null,"Description":null,"OrigThesTerm":"Impact loads","DutchTerm":null,"URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"Large-scale hydraulic experiments","ThesTypID":0,"ThesType":null,"Code":null,"Description":null,"OrigThesTerm":"Large-scale hydraulic experiments","DutchTerm":null,"URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"mild foreshore","ThesTypID":0,"ThesType":null,"Code":null,"Description":null,"OrigThesTerm":"mild foreshore","DutchTerm":null,"URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"Overtopping","ThesTypID":1,"ThesType":"ASFA Thesaurus List","Code":null,"Description":null,"OrigThesTerm":"Overtopping","DutchTerm":"Golfoverslag","URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"Pressure","ThesTypID":1,"ThesType":"ASFA Thesaurus List","Code":"c_6174","Description":null,"OrigThesTerm":"Pressure","DutchTerm":"Druk","URI":"http://aims.fao.org/aos/agrovoc/c_6174","DasKeywordDescr":null},{"ThesaurusTerm":"Sea walls","ThesTypID":1,"ThesType":"ASFA Thesaurus List","Code":null,"Description":null,"OrigThesTerm":"Sea walls","DutchTerm":"Strandmuren","URI":null,"DasKeywordDescr":null},{"ThesaurusTerm":"Shallow water","ThesTypID":1,"ThesType":"ASFA Thesaurus List","Code":"c_f3c3b355","Description":null,"OrigThesTerm":"Shallow water","DutchTerm":"Ondiep water","URI":"http://aims.fao.org/aos/agrovoc/c_f3c3b355","DasKeywordDescr":null}],"parents":null,"children":null,"othrel":null,"othrelrev":null,"ownerships":[{"OrderNr":1,"Surname":null,"Firstname":null,"Initials":null,"PerPublicFlag":null,"AdrID":null,"Email":null,"InsPublicFlag":1,"Acronym":null,"OrigNameLangCode":"en","OrigNameLangID":15,"FullOrigName":"Ghent University; Faculty of Engineering; Department of Civil Engineering","InsOwnerCNT":4,"PersID":null,"InsID":4806,"FullInstitute":"Universiteit Gent; Faculteit Ingenieurswetenschappen; Vakgroep Civiele Techniek","RoleID":20,"Role":"Data owner","OrigName":"Department of Civil Engineering","StandardName":"Vakgroep Civiele Techniek","FullAcronym":"UGent","ORC":null,"ROR":null},{"OrderNr":3,"Surname":null,"Firstname":null,"Initials":null,"PerPublicFlag":null,"AdrID":null,"Email":null,"InsPublicFlag":1,"Acronym":null,"OrigNameLangCode":"en","OrigNameLangID":15,"FullOrigName":"Ghent University; Faculty of Engineering; Department of Civil Engineering","InsOwnerCNT":4,"PersID":null,"InsID":4806,"FullInstitute":"Universiteit Gent; Faculteit Ingenieurswetenschappen; Vakgroep Civiele Techniek","RoleID":23,"Role":"Database developer","OrigName":"Department of Civil Engineering","StandardName":"Vakgroep Civiele Techniek","FullAcronym":"UGent","ORC":null,"ROR":null},{"OrderNr":5,"Surname":"Streicher","Firstname":"Maximilian","Initials":"M.","PerPublicFlag":1,"AdrID":160949,"Email":"maximilian.streicher@ugent.be","InsPublicFlag":1,"Acronym":"CERG","OrigNameLangCode":null,"OrigNameLangID":null,"FullOrigName":null,"InsOwnerCNT":3,"PersID":31762,"InsID":14128,"FullInstitute":"Universiteit Gent; 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Coastal Engineering Research Group","RoleID":24,"Role":"Contact","OrigName":null,"StandardName":"Coastal Engineering Research Group","FullAcronym":"UGent-CERG","ORC":"https://orcid.org/0000-0002-6695-4347","ROR":null},{"OrderNr":10,"Surname":"Kortenhaus","Firstname":"Andreas","Initials":"A.","PerPublicFlag":1,"AdrID":162551,"Email":"andreas.kortenhaus@ugent.be","InsPublicFlag":1,"Acronym":"AWW","OrigNameLangCode":"en","OrigNameLangID":15,"FullOrigName":"Ghent University; Faculty of Engineering; Department of Civil Engineering; Coastal Engineering, Bridges and Roads","InsOwnerCNT":2,"PersID":14203,"InsID":100,"FullInstitute":"Universiteit Gent; Faculteit Ingenieurswetenschappen en Architectuur; Vakgroep Civiele Techniek; Afdeling Weg- en Waterbouw","RoleID":24,"Role":"Contact","OrigName":"Coastal Engineering, Bridges and Roads","StandardName":"Afdeling Weg- en Waterbouw","FullAcronym":"UGent-AWW","ORC":null,"ROR":null}],"taxterms":null,"frameworks":null,"otherterms":[{"OtherTerm":"Delta Flume"},{"OtherTerm":"Hydralab+"},{"OtherTerm":"Large-scale hydraulic experiments"},{"OtherTerm":"mild foreshore"}],"temporal":null,"geographical":null,"meastypes":null,"dasthemes":[{"DasThemeID":1,"DasTheme":"Coastal studies (e.g. shores, estuaries)","DasTheme0":"Coastal studies (e.g. shores, estuaries)","DutchTerm":"Kustonderzoek (bv. stranden, estuaria)"},{"DasThemeID":7,"DasTheme":"Physical","DasTheme0":"Physical","DutchTerm":"Fysisch"},{"DasThemeID":11,"DasTheme":"Physical > Waves - swell","DasTheme0":"Waves - swell","DutchTerm":"Golven - deining"}],"projects":null,"refs":[{"0":319161,"BRefID":319161,"1":"Based on this dataset","Relation":"Based on this dataset","2":2,"RelationID":2,"3":"<b>Streicher, M.</b> (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.","RR":"<b>Streicher, M.</b> (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.","4":"Loads induced by overtopping bores on vertical walls at the end of sea facing promenades : a laboratory study","StT":"Loads induced by overtopping bores on vertical walls at the end of sea facing promenades : a laboratory study","5":"Streicher, M.","RSA":"Streicher, M.","6":"Gebaseerd op deze dataset","DutchTerm":"Gebaseerd op deze dataset","7":null,"AnaDate":null,"8":2019,"MonDate":2019,"9":". PhD Thesis. Ghent University, Department of Civil Engineering: Gent. ISBN 9789463552479. 236 pp.","":". PhD Thesis. Ghent University, Department of Civil Engineering: Gent. ISBN 9789463552479. 236 pp.","10":null,"doi":null},{"0":319169,"BRefID":319169,"1":"Based on this dataset","Relation":"Based on this dataset","2":2,"RelationID":2,"3":"<b>Streicher, M. <i>et al.</i></b> (2019). Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall, <b><i>in</i></b>: <i>ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering - Volume 3: Structures, Safety, and Reliability.</i> pp. 10","RR":"<b>Streicher, M. <i>et al.</i></b> (2019). Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall, <b><i>in</i></b>: <i>ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering - Volume 3: Structures, Safety, and Reliability.</i> pp. 10","4":"Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall","StT":"Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall","5":"Streicher, M.; Kortenhaus, A.; Altomare, C.; Marinov, K.; Hughes, S.; Hofland, B.; Chen, X.; Cullis-Suzuki, S.; Suzuki, T.; Cappietti, L.","RSA":"Streicher, M.; Kortenhaus, A.; Altomare, C.; Marinov, K.; Hughes, S.; Hofland, B.; Chen, X.; Cullis-Suzuki, S.; Suzuki, T.; Cappietti, L.","6":"Gebaseerd op deze dataset","DutchTerm":"Gebaseerd op deze dataset","7":2019,"AnaDate":2019,"8":null,"MonDate":null,"9":", <b><i>in</i></b>: <i>ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering - Volume 3: Structures, Safety, and Reliability.</i> pp. 10","":", <b><i>in</i></b>: <i>ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering - Volume 3: Structures, Safety, and Reliability.</i> pp. 10","10":null,"doi":null},{"0":319166,"BRefID":319166,"1":"Based on this dataset","Relation":"Based on this dataset","2":2,"RelationID":2,"3":"<b>Streicher, M. <i>et al.</i></b> (2019). Overtopped wave loads on walls (Walowa) – Numerical and physical modelling of large-scale experiments in the Delta Flume, <b><i>in</i></b>: Henry, P.-Y. <i>et al.</i> <i>Trans-national Access in Hydralab+: Proceedings of the Joint User Meeting Bucharest, Romania, 22-23 May 2019.</i> pp. 57-67","RR":"<b>Streicher, M. <i>et al.</i></b> (2019). Overtopped wave loads on walls (Walowa) – Numerical and physical modelling of large-scale experiments in the Delta Flume, <b><i>in</i></b>: Henry, P.-Y. <i>et al.</i> <i>Trans-national Access in Hydralab+: Proceedings of the Joint User Meeting Bucharest, Romania, 22-23 May 2019.</i> pp. 57-67","4":"Overtopped wave loads on walls (Walowa) – Numerical and physical modelling of large-scale experiments in the Delta Flume","StT":"Overtopped wave loads on walls (Walowa) – Numerical and physical modelling of large-scale experiments in the Delta Flume","5":"Streicher, M.; Kortenhaus, A.; Gruwez, V.; Suzuki, T.; Altomare, C.; Saponieri, A.; Pasquali, D.; Valentini, N.; Tripepi, G.; Celli, D.; Di Risio, M.; Aristodemo, F.; Damiani, L.; Cappietti, L.; Breteler, M.K.; Kaste, D.","RSA":"Streicher, M.; Kortenhaus, A.; Gruwez, V.; Suzuki, T.; Altomare, C.; Saponieri, A.; Pasquali, D.; Valentini, N.; Tripepi, G.; Celli, D.; Di Risio, M.; Aristodemo, F.; Damiani, L.; Cappietti, L.; Breteler, M.K.; Kaste, D.","6":"Gebaseerd op deze dataset","DutchTerm":"Gebaseerd op deze dataset","7":2019,"AnaDate":2019,"8":null,"MonDate":null,"9":", <b><i>in</i></b>: Henry, P.-Y. <i>et al.</i> <i>Trans-national Access in Hydralab+: Proceedings of the Joint User Meeting Bucharest, Romania, 22-23 May 2019.</i> pp. 57-67","":", <b><i>in</i></b>: Henry, P.-Y. <i>et al.</i> <i>Trans-national Access in Hydralab+: Proceedings of the Joint User Meeting Bucharest, Romania, 22-23 May 2019.</i> pp. 57-67","10":null,"doi":null},{"0":319167,"BRefID":319167,"1":"Based on this dataset","Relation":"Based on this dataset","2":2,"RelationID":2,"3":"<b>Streicher, M. <i>et al.</i></b> (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. <i>Coast. Eng. J. 61(3)</i>: 321-339. <a href=\"https://dx.doi.org/10.1080/21664250.2019.1589635\" target=\"_blank\">https://dx.doi.org/10.1080/21664250.2019.1589635</a>","RR":"<b>Streicher, M. <i>et al.</i></b> (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. <i>Coast. Eng. J. 61(3)</i>: 321-339. <a href=\"https://dx.doi.org/10.1080/21664250.2019.1589635\" target=\"_blank\">https://dx.doi.org/10.1080/21664250.2019.1589635</a>","4":"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","StT":"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","5":"Streicher, M.; Kortenhaus, A.; Marinov, K.K.; Hirt, M.; Hughes, S.; Hofland, B.; Scheres, B.; Schüttrumpf, H.F.R.","RSA":"Streicher, M.; Kortenhaus, A.; Marinov, K.K.; Hirt, M.; Hughes, S.; Hofland, B.; Scheres, B.; Schüttrumpf, H.F.R.","6":"Gebaseerd op deze dataset","DutchTerm":"Gebaseerd op deze dataset","7":2019,"AnaDate":2019,"8":null,"MonDate":null,"9":". <i>Coast. Eng. J. 61(3)</i>: 321-339. <a href=\"https://dx.doi.org/10.1080/21664250.2019.1589635\" target=\"_blank\">https://dx.doi.org/10.1080/21664250.2019.1589635</a>","":". <i>Coast. Eng. J. 61(3)</i>: 321-339. <a href=\"https://dx.doi.org/10.1080/21664250.2019.1589635\" target=\"_blank\">https://dx.doi.org/10.1080/21664250.2019.1589635</a>","10":"https://dx.doi.org/10.1080/21664250.2019.1589635","doi":"https://dx.doi.org/10.1080/21664250.2019.1589635"},{"0":318491,"BRefID":318491,"1":"Based on this dataset","Relation":"Based on this dataset","2":2,"RelationID":2,"3":"<b>Cappietti, L. <i>et al.</i></b> (2018). Large-scale experiments of wave-overtopping loads on walls: Layer thicknesses and velocities, <b><i>in</i></b>: <i>Proceedings of the ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 7A: Ocean Engineering: June 17–22, 2018 Madrid, Spain.</i> pp. [1-6]. <a href=\"https://dx.doi.org/10.1115/omae2018-78104\" target=\"_blank\">https://dx.doi.org/10.1115/omae2018-78104</a>","RR":"<b>Cappietti, L. <i>et al.</i></b> (2018). Large-scale experiments of wave-overtopping loads on walls: Layer thicknesses and velocities, <b><i>in</i></b>: <i>Proceedings of the ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 7A: Ocean Engineering: June 17–22, 2018 Madrid, Spain.</i> pp. [1-6]. <a href=\"https://dx.doi.org/10.1115/omae2018-78104\" target=\"_blank\">https://dx.doi.org/10.1115/omae2018-78104</a>","4":"Large-scale experiments of wave-overtopping loads on walls: Layer thicknesses and velocities","StT":"Large-scale experiments of wave-overtopping loads on walls: Layer thicknesses and velocities","5":"Cappietti, L.; Simonetti, I.; Esposito, A.; Streicher, M.; Kortenhaus, A.; Scheres, B.; Schuettrumpf, H.; Hirt, M.; Hofland, B.; Chen, X.","RSA":"Cappietti, L.; Simonetti, I.; Esposito, A.; Streicher, M.; Kortenhaus, A.; Scheres, B.; Schuettrumpf, H.; Hirt, M.; Hofland, B.; Chen, X.","6":"Gebaseerd op deze dataset","DutchTerm":"Gebaseerd op deze dataset","7":2018,"AnaDate":2018,"8":null,"MonDate":null,"9":", <b><i>in</i></b>: <i>Proceedings of the ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 7A: Ocean Engineering: June 17–22, 2018 Madrid, Spain.</i> pp. [1-6]. <a href=\"https://dx.doi.org/10.1115/omae2018-78104\" target=\"_blank\">https://dx.doi.org/10.1115/omae2018-78104</a>","":", <b><i>in</i></b>: <i>Proceedings of the ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 7A: Ocean Engineering: June 17–22, 2018 Madrid, Spain.</i> pp. [1-6]. <a href=\"https://dx.doi.org/10.1115/omae2018-78104\" target=\"_blank\">https://dx.doi.org/10.1115/omae2018-78104</a>","10":"https://dx.doi.org/10.1115/omae2018-78104","doi":"https://dx.doi.org/10.1115/omae2018-78104"},{"0":319172,"BRefID":319172,"1":"Based on this dataset","Relation":"Based on this dataset","2":2,"RelationID":2,"3":"<b>Saponieri, A. <i>et al.</i></b> (2018). 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