{"data":{"id":"10.4121/uuid:76a99f73-b670-4df9-bc38-72477a1f30eb","type":"dois","attributes":{"doi":"10.4121/uuid:76a99f73-b670-4df9-bc38-72477a1f30eb","prefix":"10.4121","suffix":"uuid:76a99f73-b670-4df9-bc38-72477a1f30eb","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Oortman, N. (Niek)","givenName":"N. (Niek)","familyName":"Oortman","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Influence of foreshore steepness on wave velocity and acceleration at the breakwater interface"}],"publisher":"TU Delft, department hydraulic engineering","container":{},"publicationYear":2013,"subjects":[{"subject":"Geology","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0403"},{"subject":"FOS: Earth and related environmental sciences","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"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":"Land and Water Management","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"9609"},{"subject":"Breakwaters"},{"subject":"foreshore slope"},{"subject":"master thesis"},{"subject":"stone stability"}],"contributors":[{"name":"Fontijn, H.L.","nameType":"Personal","givenName":"H.L.","familyName":"Fontijn","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Reedijk, J.S.","nameType":"Personal","givenName":"J.S.","familyName":"Reedijk","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:5f8ed8f1-cb32-4c71-8dd3-a9ef89ef9267","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["media types: application/octet-stream, application/zip, text/plain"],"version":"1","rightsList":[{"rights":"4TU General Terms of Use","rightsUri":"https://doi.org/10.4121/resource:terms_of_use"}],"descriptions":[{"description":"In order to investigate which parameters, other than the parameters included in the wave energy density spectrum could play a role in the increase in damage for a steep foreshore, an experiment was conducted. In the wave flume of the Fluid Mechanics Laboratory an experimental test set up was constructed. The test setup consisted of a breakwater build on variable foreshore steepnesses (1:30, 1:15 and 1:8). Tests were conducted with regular waves, were the wavelength and the wave steepness at the toe of the breakwater were kept constant per individual test. These tests were conducted for the three different foreshore steepnesses. Wave runs were completed for different wave heights and wave steepnesses. Each experiment was repeated in order to increase the accuracy. At the breakwater the wave velocity and acceleration was measured with zero buoyant particles. The particles were monitored with a video camera.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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