{"data":{"id":"10.4121/uuid:61ef66cf-eb5f-4108-a690-d49aacfd1323","type":"dois","attributes":{"doi":"10.4121/uuid:61ef66cf-eb5f-4108-a690-d49aacfd1323","prefix":"10.4121","suffix":"uuid:61ef66cf-eb5f-4108-a690-d49aacfd1323","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Uelman, E. (Evert)","givenName":"E. (Evert)","familyName":"Uelman","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Geometrically open filters in breakwaters"}],"publisher":"TU Delft, department hydraulic engineering","container":{},"publicationYear":2013,"subjects":[{"subject":"Civil Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0905"},{"subject":"FOS: Civil engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Interdisciplinary Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0915"},{"subject":"FOS: Other engineering and technologies","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Breakwaters"},{"subject":"master thesis"},{"subject":"open filters"},{"subject":"sand core"}],"contributors":[{"name":"Fontijn, H.L.","nameType":"Personal","givenName":"H.L.","familyName":"Fontijn","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Smith, G.","nameType":"Personal","givenName":"G.","familyName":"Smith","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Stive, M.J.F.","nameType":"Personal","givenName":"M.J.F.","familyName":"Stive","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"TU Delft, Faculty Of Civil Engineering And Geoscience, Department Of Hydraulic Engineering","nameType":"Organizational","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Verhagen, H.J. (Henk Jan)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[{"nameIdentifier":"0000-0002-9505-0005","nameIdentifierScheme":"https://orcid.org/"}]}],"dates":[{"date":"2013-06-06","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"References","relatedIdentifier":"http://resolver.tudelft.nl/uuid:2dc1f4e9-bc10-44e7-8a91-d5eefc13b382","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["media types: application/octet-stream, application/vnd.ms-excel, application/zip, image/jpeg, video/x-ms-wmv"],"version":"1","rightsList":[{"rights":"4TU General Terms of Use","rightsUri":"https://doi.org/10.4121/resource:terms_of_use"}],"descriptions":[{"description":"Model tests on wave effect on a sand layer under a rock armour layer. Nine process based model tests have been performed with regular waves with a height of 10 cm and a period of 1.2 s. The first two experiments were used to tune the test setup. The other seven experiments had different thickness of the filter layer (df) and different grain size (Df50) of the filter material. Due to limitations in time and availability of the facilities other parameters then the df and Df50 such as the wave height and the slope steepness have been kept constant at a value which is typical for breakwaters or wind waves.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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","url":"https://data.4tu.nl/articles/_/12697133/1","contentUrl":null,"metadataVersion":16,"schemaVersion":"http://datacite.org/schema/kernel-4","source":"mds","isActive":true,"state":"findable","reason":null,"viewCount":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