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dc.contributor.authorVogelsang, Christian
dc.contributor.authorLusher, Amy
dc.contributor.authorDadkhah, Mona Eftekhar
dc.contributor.authorSundvor, Ingrid
dc.contributor.authorUmar, Muhammad
dc.contributor.authorRanneklev, Sissel Brit
dc.contributor.authorEidsvoll, David
dc.contributor.authorMeland, Sondre
dc.date.accessioned2020-11-19T08:28:04Z
dc.date.available2020-11-19T08:28:04Z
dc.date.created2018-04-10T13:24:19Z
dc.date.issued2020
dc.identifier.isbn978-82-577-7261-1
dc.identifier.issn1894-7948
dc.identifier.urihttps://hdl.handle.net/11250/2688596
dc.descriptionProject Manager Christian Vogelsang. Revised version. Previously 7231-2018 & 7361-2019en_US
dc.description.abstractThe expected main contributors to road dust-associated microplastic particles (RAMP) are rubber compounds in tyre treads, polymers used to strengthen the bitumen used in road pavement and thermoplastic elastomers used in road marking paints, where the former appears to dominate. The major fraction of RAMP is expected to be found in the runoff from the road and road verge generated during rainfall events. However, even if domestic wastewater treatment plants (WWTPs) are expected to be main recipients of road runoff in urban areas, their presence in the influents or effluents (neither treated water nor sludge) have not been undisputedly documented. There is generally a complete lack of actual evidence to support the extent to which RAMP are removed by existing treatment facilities, and to what degree they are present in road runoff entering these facilities. In addition, the release of tunnel wash water is probably a major point source of RAMP. The estimated treatment efficiencies referred to in this report is based on total suspended solids (TSS) as a proxy for RAMP as well as reported particle size distributions and densities. Sedimentation is expected to be the most important mechanism for the removal of the larger size fractions if sufficient settling time is provided (traditional Norwegian gully pots do not). The report discusses the expected efficiencies of existing treatment solutions, include the roadside treatment plants, gully pots and WWTPs receiving stormwater runoff from urban areas. It also discusses other potential treatment solutions that may be applied, both along the national road network in light of the revised version of handbook N200 by the National Public Roads Administration and in urban areas with limited available space for treatment solutions.en_US
dc.language.isoengen_US
dc.publisherNorsk institutt for vannforskningen_US
dc.relation.ispartofNIVA-rapport
dc.relation.ispartofseriesNIVA-rapport;7526
dc.relation.ispartofseriesMiljødirektoratet-rapport;M-959
dc.subjectNaturbaserte renseløsningeren_US
dc.subjectSustainable drainage systemsen_US
dc.subjectKompakte renseløsningeren_US
dc.subjectCompact treatment solutionsen_US
dc.subjectMikroplasten_US
dc.subjectMicroplasticen_US
dc.subjectVeistøven_US
dc.subjectRoad dusten_US
dc.titleMicroplastics in road dust – characteristics, pathways and measuresen_US
dc.typeResearch reporten_US
dc.description.versionpublishedVersionen_US
dc.subject.nsiVDP::Matematikk og naturvitenskap: 400en_US
dc.subject.nsiVDP::Mathematics and natural scienses: 400en_US
dc.source.pagenumber118en_US
dc.source.issue7526en_US
dc.identifier.cristin1578593
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.fulltextoriginal
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