{"data":{"id":"10.4121/uuid:a2b6bb99-b984-4d30-bbb8-bacd80f251ad","type":"dois","attributes":{"doi":"10.4121/uuid:a2b6bb99-b984-4d30-bbb8-bacd80f251ad","prefix":"10.4121","suffix":"uuid:a2b6bb99-b984-4d30-bbb8-bacd80f251ad","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"de Ruijsscher, T.V. (Timo)","nameType":"Personal","givenName":"T.V. (Timo)","familyName":"de Ruijsscher","nameIdentifiers":[{"nameIdentifier":"0000-0003-3818-3490","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]},{"name":"Vermeulen, B. (Bart)","nameType":"Personal","givenName":"B. (Bart)","familyName":"Vermeulen","nameIdentifiers":[{"nameIdentifier":"0000-0003-3125-8170","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]},{"name":"Hoitink, A.J.F. (Ton)","nameType":"Personal","givenName":"A.J.F. (Ton)","familyName":"Hoitink","nameIdentifiers":[{"nameIdentifier":"0000-0003-4996-185X","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]},{"name":"Rijkswaterstaat Oost-Nederland","familyName":"Rijkswaterstaat Oost-Nederland","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Replication Data for: Diversion of flow and sediment towards a side channel separated from a river by a longitudinal training dam"}],"publisher":"4TU.Centre for Research Data","container":{},"publicationYear":2020,"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":"Physical Geography and Environmental Geoscience","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0406"},{"subject":"FOS: Earth and related environmental sciences","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"ADCP"},{"subject":"Bifurcation"},{"subject":"Collection: RiverCare dataset collection"},{"subject":"Longitudinal training dam"},{"subject":"Lowland river"},{"subject":"Sediment transport"},{"subject":"Side weir"},{"subject":"Time: 2017/2018"}],"contributors":[{"name":"Wageningen University, Hydrology And Quantitative Water Management Group","nameType":"Organizational","affiliation":[],"contributorType":"Other","nameIdentifiers":[]}],"dates":[{"date":"2020-05-12","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"References","relatedIdentifier":"https://doi.org/10.1029/2019WR026750","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["media types: application/pdf, application/vnd.google-earth.kml+xml, application/x-gzip, application/zip"],"version":"1","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":"A human-made entrance to a side channel separated from the river by a longitudinal training dam can be considered a new, emergent type of river bifurcation. To understand the processes controlling the diversion of flow and sediment towards the side channel at such bifurcations, a comprehensive field-monitoring programme was performed in the Waal River, which is the main branch of the Rhine River in the Netherlands. Local processes govern the flow field in the bifurcation region. The angle between the main river flow and the flow into the side channel increases with decreasing lateral and longitudinal distance to the bifurcation point, which corresponds to the head of the training dam. The general flow pattern can be well reproduced with a uniform depth, potential flow model consisting of a superposition of main channel flow and lateral outflow. For submerged flow conditions over the sill, the side channel hydraulic conditions influence the exchange processes, yet free flow side weir theory describes the flow field at this bifurcation type qualitatively well. The vertical flow structure in the side channel, which governs the sediment exchange between the main channel and the side channel, is steered by the geometrical details of the sill. The presence of the sill structure is key to controlling the morphological stability of this type of bifurcation given its primary influence on bed load sediment import and exerts an indirect impact on suspended sediment exchange.","descriptionType":"Abstract"}],"geoLocations":[{"geoLocationPlace":"Longitudinal Training Dams along river Waal","geoLocationPoint":{"pointLatitude":"51.8565","pointLongitude":"5.4154"}}],"fundingReferences":[{"awardTitle":"NWO, P12-14","funderName":"unknown"},{"awardTitle":"Rijkswaterstaat Oost-Nederland","funderName":"unknown"}],"xml":"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