{"data":{"id":"10.4121/uuid:175deb68-3450-4200-a6fc-ad25c17513d6","type":"dois","attributes":{"doi":"10.4121/uuid:175deb68-3450-4200-a6fc-ad25c17513d6","prefix":"10.4121","suffix":"uuid:175deb68-3450-4200-a6fc-ad25c17513d6","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Kluwen, J.G.M. (Janneke)","givenName":"J.G.M. (Janneke)","familyName":"Kluwen","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Physical model tests of the notional permeability on breakwaters"}],"publisher":"TU Delft","container":{},"publicationYear":2013,"subjects":[{"subject":"Land and Water Management","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"9609"},{"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":"permeability"},{"subject":"stability"}],"contributors":[{"name":"Maertens, J.","nameType":"Personal","givenName":"J.","familyName":"Maertens","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"TU Delft, Faculty Of Civil Engineering And Geoscience, Department Of Hydraulic Engineering","nameType":"Organizational","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Uijttewaal, W.S.J. (Wim)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Van Den Bos, J.P.","nameType":"Personal","givenName":"J.P.","familyName":"Van Den Bos","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Van Der Meer, J.W.","nameType":"Personal","givenName":"J.W.","familyName":"Van Der Meer","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":"2013-06-25","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:ee35f437-5c5f-4df3-b363-ca87c4e2f782","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["media types: application/x-rar-compressed"],"version":"1","rightsList":[{"rights":"4TU General Terms of Use","rightsUri":"https://doi.org/10.4121/resource:terms_of_use"}],"descriptions":[{"description":"In the water laboratory three models were tested. Firstly, model 3 of Kik is repeated as model 3A, with a calculated value of notional permeability P 0.38. The construction of model 3A is build with a top layer, filter layer 1, filter layer 2 and a impermeable core. Second, another variant of model 3 of Kik is designed and tested (model 4). However, the measured damage figures were too low and therefore they could not be used to calculate a value for the notional permeability P. The construction of model four is build with a top layer, filter layer 1, filter layer 2 which is thicker as model 3A and an impermeable core. Finally, model 5 is tested with a calculated value of notional permeability of P 0.45. This model is designed from the fourth construction of Van der Meer. The construction of model 5 is build with a top layer, filter layer 1 and a permeable core with the same material of filter layer 2 of model 3A and model 4. The results of this research show that the influences of the notional permeability P exists of the ratio of the armour layer thickness and the thickness of the second filter layer. If the layer thicknesses are equal the value for notional permeability P is 0.38, which follows from model 3A. If the second layer has an infinite thickness (permeable core), the value for notional permeability P is 0.45, which follows from model 5. The value of the notional permeability P of model 5 corresponds to the design calculations of the computer model HADEER. Van der Meer discovered using this computer model that the ratio of dn50a/ dn50f = 5 has a value on the notional permeability P of 0.43 –0.44. During this research, while using two different methods, a value of the notional permeability P of 0.45 was calculated.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"PD94bWwgdmVyc2lvbj0iMS4wIiBlbmNvZGluZz0iVVRGLTgiPz4KPHJlc291cmNlIHhtbG5zPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCIgeG1sbnM6eHNpPSJodHRwOi8vd3d3LnczLm9yZy8yMDAxL1hNTFNjaGVtYS1pbnN0YW5jZSIgeHNpOnNjaGVtYUxvY2F0aW9uPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCBodHRwOi8vc2NoZW1hLmRhdGFjaXRlLm9yZy9tZXRhL2tlcm5lbC00LjQvbWV0YWRhdGEueHNkIj4KICA8aWRlbnRpZmllciBpZGVudGlmaWVyVHlwZT0iRE9JIj4xMC40MTIxL1VVSUQ6MTc1REVCNjgtMzQ1MC00MjAwLUE2RkMtQUQyNUMxNzUxM0Q2PC9pZGVudGlmaWVyPgogIDxjcmVhdG9ycz4KICAgIDxjcmVhdG9yPgogICAgICA8Y3JlYXRvck5hbWU+Si5HLk0uIChKYW5uZWtlKSBLbHV3ZW48L2NyZWF0b3JOYW1lPgogICAgICA8Z2l2ZW5OYW1lPkouRy5NLiAoSmFubmVrZSk8L2dpdmVuTmFtZT4KICAgICAgPGZhbWlseU5hbWU+S2x1d2VuPC9mYW1pbHlOYW1lPgogICAgPC9jcmVhdG9yPgogIDwvY3JlYXRvcnM+CiAgPHRpdGxlcz4KICAgIDx0aXRsZT5QaHlzaWNhbCBtb2RlbCB0ZXN0cyBvZiB0aGUgbm90aW9uYWwgcGVybWVhYmlsaXR5IG9uIGJyZWFrd2F0ZXJzPC90aXRsZT4KICA8L3RpdGxlcz4KICA8cHVibGlzaGVyPlRVIERlbGZ0PC9wdWJsaXNoZXI+CiAgPHB1YmxpY2F0aW9uWWVhcj4yMDEzPC9wdWJsaWNhdGlvblllYXI+CiAgPHJlc291cmNlVHlwZSByZXNvdXJjZVR5cGVHZW5lcmFsPSJEYXRhc2V0Ij5EYXRhc2V0PC9yZXNvdXJjZVR5cGU+CiAgPHN1YmplY3RzPgogICAgPHN1YmplY3Qgc3ViamVjdFNjaGVtZT0iQXVzdHJhbGlhbiBhbmQgTmV3IFplYWxhbmQgU3RhbmRhcmQgUmVzZWFyY2ggQ2xhc3NpZmljYXRpb24gKEFOWlNSQyksIDIwMDgiIGNsYXNzaWZpY2F0aW9uQ29kZT0iOTYwOSI+TGFuZCBhbmQgV2F0ZXIgTWFuYWdlbWVudDwvc3ViamVjdD4KICAgIDxzdWJqZWN0IHN1YmplY3RTY2hlbWU9IkF1c3RyYWxpYW4gYW5kIE5ldyBaZWFsYW5kIFN0YW5kYXJkIFJlc2VhcmNoIENsYXNzaWZpY2F0aW9uIChBTlpTUkMpLCAyMDA4IiBjbGFzc2lmaWNhdGlvbkNvZGU9IjA5MDUiPkNpdmlsIEVuZ2luZWVyaW5nPC9zdWJqZWN0PgogICAgPHN1YmplY3Qgc3ViamVjdFNjaGVtZT0iQXVzdHJhbGlhbiBhbmQgTmV3IFplYWxhbmQgU3RhbmRhcmQgUmVzZWFyY2ggQ2xhc3NpZmljYXRpb24gKEFOWlNSQyksIDIwMDgiIGNsYXNzaWZpY2F0aW9uQ29kZT0iMDkxNSI+SW50ZXJkaXNjaXBsaW5hcnkgRW5naW5lZXJpbmc8L3N1YmplY3Q+CiAgICA8c3ViamVjdD5icmVha3dhdGVyczwvc3ViamVjdD4KICAgIDxzdWJqZWN0Pm1hc3RlciB0aGVzaXM8L3N1YmplY3Q+CiAgICA8c3ViamVjdD5wZXJtZWFiaWxpdHk8L3N1YmplY3Q+CiAgICA8c3ViamVjdD5zdGFiaWxpdHk8L3N1YmplY3Q+CiAgPC9zdWJqZWN0cz4KICA8Y29udHJpYnV0b3JzPgogICAgPGNvbnRyaWJ1dG9yIGNvbnRyaWJ1dG9yVHlwZT0iT3RoZXIiPgogICAgICA8Y29udHJpYnV0b3JOYW1lIG5hbWVUeXBlPSJQZXJzb25hbCI+TWFlcnRlbnMsIEouPC9jb250cmlidXRvck5hbWU+CiAgICA8L2NvbnRyaWJ1dG9yPgogICAgPGNvbnRyaWJ1dG9yIGNvbnRyaWJ1dG9yVHlwZT0iT3RoZXIiPgogICAgICA8Y29udHJpYnV0b3JOYW1lIG5hbWVUeXBlPSJPcmdhbml6YXRpb25hbCI+VFUgRGVsZnQsIEZhY3VsdHkgb2YgQ2l2aWwgRW5naW5lZXJpbmcgYW5kIEdlb3NjaWVuY2UsIERlcGFydG1lbnQgb2YgSHlkcmF1bGljIEVuZ2luZWVyaW5nPC9jb250cmlidXRvck5hbWU+CiAgICA8L2NvbnRyaWJ1dG9yPgogICAgPGNvbnRyaWJ1dG9yIGNvbnRyaWJ1dG9yVHlwZT0iT3RoZXIiPgogICAgICA8Y29udHJpYnV0b3JOYW1lIG5hbWVUeXBlPSJQZXJzb25hbCI+VWlqdHRld2FhbCwgVy5TLkouIChXaW0pPC9jb250cmlidXRvck5hbWU+CiAgICA8L2NvbnRyaWJ1dG9yPgogICAgPGNvbnRyaWJ1dG9yIGNvbnRyaWJ1dG9yVHlwZT0iT3RoZXIiPgogICAgICA8Y29udHJpYnV0b3JOYW1lIG5hbWVUeXBlPSJQZXJzb25hbCI+VmFuIGRlbiBCb3MsIEouUC48L2NvbnRyaWJ1dG9yTmFtZT4KICAgIDwvY29udHJpYnV0b3I+CiAgICA8Y29udHJpYnV0b3IgY29udHJpYnV0b3JUeXBlPSJPdGhlciI+CiAgICAgIDxjb250cmlidXRvck5hbWUgbmFtZVR5cGU9IlBlcnNvbmFsIj5WYW4gZGVyIE1lZXIsIEouVy48L2NvbnRyaWJ1dG9yTmFtZT4KICAgIDwvY29udHJpYnV0b3I+CiAgICA8Y29udHJpYnV0b3IgY29udHJpYnV0b3JUeXBlPSJPdGhlciI+CiAgICAgIDxjb250cmlidXRvck5hbWUgbmFtZVR5cGU9IlBlcnNvbmFsIj5WZXJoYWdlbiwgSC5KLiAoSGVuayBKYW4pPC9jb250cmlidXRvck5hbWU+CiAgICAgIDxuYW1lSWRlbnRpZmllciBuYW1lSWRlbnRpZmllclNjaGVtZT0iaHR0cHM6Ly9vcmNpZC5vcmcvIj4wMDAwLTAwMDItOTUwNS0wMDA1PC9uYW1lSWRlbnRpZmllcj4KICAgIDwvY29udHJpYnV0b3I+CiAgPC9jb250cmlidXRvcnM+CiAgPGRhdGVzPgogICAgPGRhdGUgZGF0ZVR5cGU9Iklzc3VlZCI+MjAxMy0wNi0yNTwvZGF0ZT4KICA8L2RhdGVzPgogIDxyZWxhdGVkSWRlbnRpZmllcnM+CiAgICA8cmVsYXRlZElkZW50aWZpZXIgcmVsYXRlZElkZW50aWZpZXJUeXBlPSJVUkwiIHJlbGF0aW9uVHlwZT0iUmVmZXJlbmNlcyI+aHR0cDovL3Jlc29sdmVyLnR1ZGVsZnQubmwvdXVpZDplZTM1ZjQzNy01YzVmLTRkZjMtYjM2My1jYTg3YzRlMmY3ODI8L3JlbGF0ZWRJZGVudGlmaWVyPgogIDwvcmVsYXRlZElkZW50aWZpZXJzPgogIDxmb3JtYXRzPgogICAgPGZvcm1hdD5tZWRpYSB0eXBlczogYXBwbGljYXRpb24veC1yYXItY29tcHJlc3NlZDwvZm9ybWF0PgogIDwvZm9ybWF0cz4KICA8dmVyc2lvbj4xPC92ZXJzaW9uPgogIDxyaWdodHNMaXN0PgogICAgPHJpZ2h0cyByaWdodHNVUkk9Imh0dHBzOi8vZG9pLm9yZy8xMC40MTIxL3Jlc291cmNlOnRlcm1zX29mX3VzZSI+NFRVIEdlbmVyYWwgVGVybXMgb2YgVXNlPC9yaWdodHM+CiAgPC9yaWdodHNMaXN0PgogIDxkZXNjcmlwdGlvbnM+CiAgICA8ZGVzY3JpcHRpb24gZGVzY3JpcHRpb25UeXBlPSJBYnN0cmFjdCI+SW4gdGhlIHdhdGVyIGxhYm9yYXRvcnkgdGhyZWUgbW9kZWxzIHdlcmUgdGVzdGVkLiBGaXJzdGx5LCBtb2RlbCAzIG9mIEtpayBpcyByZXBlYXRlZCBhcyBtb2RlbCAzQSwgd2l0aCBhIGNhbGN1bGF0ZWQgdmFsdWUgb2Ygbm90aW9uYWwgcGVybWVhYmlsaXR5IFAgMC4zOC4gVGhlIGNvbnN0cnVjdGlvbiBvZiBtb2RlbCAzQSBpcyBidWlsZCB3aXRoIGEgdG9wIGxheWVyLCBmaWx0ZXIgbGF5ZXIgMSwgZmlsdGVyIGxheWVyIDIgYW5kIGEgaW1wZXJtZWFibGUgY29yZS4KClNlY29uZCwgYW5vdGhlciB2YXJpYW50IG9mIG1vZGVsIDMgb2YgS2lrIGlzIGRlc2lnbmVkIGFuZCB0ZXN0ZWQgKG1vZGVsIDQpLiBIb3dldmVyLCB0aGUgbWVhc3VyZWQgZGFtYWdlIGZpZ3VyZXMgd2VyZSB0b28gbG93IGFuZCB0aGVyZWZvcmUgdGhleSBjb3VsZCBub3QgYmUgdXNlZCB0byBjYWxjdWxhdGUgYSB2YWx1ZSBmb3IgdGhlIG5vdGlvbmFsIHBlcm1lYWJpbGl0eSBQLiBUaGUgY29uc3RydWN0aW9uIG9mIG1vZGVsIGZvdXIgaXMgYnVpbGQgd2l0aCBhIHRvcCBsYXllciwgZmlsdGVyIGxheWVyIDEs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