{"data":{"id":"10.4121/c357f1c7-dea8-4971-b5a1-c54c42e4172a","type":"dois","attributes":{"doi":"10.4121/c357f1c7-dea8-4971-b5a1-c54c42e4172a","prefix":"10.4121","suffix":"c357f1c7-dea8-4971-b5a1-c54c42e4172a","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Hendrickx, Gijs","nameType":"Personal","givenName":"Gijs","familyName":"Hendrickx","nameIdentifiers":[{"nameIdentifier":"0000-0001-9523-7657","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]},{"name":"Pearson, S.G. (Stuart)","nameType":"Personal","givenName":"S.G. (Stuart)","familyName":"Pearson","nameIdentifiers":[{"nameIdentifier":"0000-0002-3986-4469","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]}],"titles":[{"title":"Dataset underlying the study \"On the effects of intertidal area on estuarine salt intrusion\""}],"publisher":"4TU.ResearchData","container":{},"publicationYear":2024,"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":"Environmental Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0907"},{"subject":"FOS: Environmental engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"09"},{"subject":"Delft3D Flexible Mesh"},{"subject":"estuary"},{"subject":"salt intrusion"},{"subject":"intertidal area"}],"contributors":[{"name":"TU Delft, Faculty Of Civil Engineering And Geosciences, Department Of Hydraulic Engineering","nameType":"Organizational","affiliation":[],"contributorType":"Other","nameIdentifiers":[]}],"dates":[{"date":"2024-09-06","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"IsSupplementTo","relatedIdentifier":"10.1029/2023jc020750","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":[],"formats":["application/Delft3D Flexible Mesh"],"version":"2","rightsList":[{"rights":"Creative Commons Attribution 4.0 International","rightsUri":"https://creativecommons.org/licenses/by/4.0/legalcode","schemeUri":"https://spdx.org/licenses/","rightsIdentifier":"cc-by-4.0","rightsIdentifierScheme":"SPDX"}],"descriptions":[{"description":"The dataset contains the input files of 82 simulations using Delft3D Flexible Mesh (DFM) in which estuaries were designed using a parametric design. Every estuary design was based on eight (8) input parameters: two (2) boundary conditions, and six (6) geomorphological characteristics. The simulations are grouped in \"base\" and \"extra\". The \"base\"-group contains three (3) sets of boundary conditions representative for three (3) estuary classes: salt wedge (SW), partially mixed (PM), and well-mixed (WM). The model simulations focus on the effect of intertidal area, which has been varied in multiple ways, resulting in 26 simulations per estuary class. Thus, the \"base\"-group contains 78 (3 x 26) model simulations. The \"extra\"-group contains two (2) sets of boundary conditions representative for two (2) estuary classes: strongly stratified (SS), and time-dependent salt wedge (TDSW). These model simulations only include two (2) simulations per estuary class. Thus, the \"extra\"-group contains 4 (2 x 2) model simulations. Simulations focussed on the last day of the simulation period, with the simulation period varying per estuary class (based on the spin-up time): SW: 8 days; PM: 15 days; WM: 60 days; SS: 60 days; TDSW: 8 days.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[{"awardTitle":"P18-32 Project 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