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dc.rights.licenseCC-BY-NC-ND
dc.contributor.advisorWezel, A. van
dc.contributor.authorMunk, J. de
dc.date.accessioned2018-08-27T17:00:56Z
dc.date.available2018-08-27T17:00:56Z
dc.date.issued2018
dc.identifier.urihttps://studenttheses.uu.nl/handle/20.500.12932/30597
dc.description.abstractRemoval efficiencies of emerging compounds have been studied extensively on lab-scale. The results of these studies show high variability. How these removal efficiencies translate to full-scale removal efficiencies is unknown. By using monitoring data from Dutch drinking water utilities to determine removal efficiencies, this study attempted to better understand full-scale removal efficiencies and their variability. The variability between different treatment technologies and between chemicals with various physical-chemical properties is analysed. Results show a median removal efficiency of 33% overall. When comparing per treatment technology, the median removal ranges from 16% for the simplest drinking water treatment plants (DWTPs) to 64% for the most advanced DWTPs. Compound properties Kow and solubility show a correlation with removal efficiency, but the goodness of fit is low. Diameter of the compound doesn’t show a correlation. Worst-case removal efficiencies are estimated based on these results. Worst-case removal efficiencies are close to 0 or below 0, due to high variability and low goodness of fit.
dc.description.sponsorshipUtrecht University
dc.format.extent2514481
dc.format.mimetypeapplication/zip
dc.language.isoen
dc.titleRemoval efficiency of synthetic chemicals during full-scale drinking water production in the Netherlands
dc.type.contentMaster Thesis
dc.rights.accessrightsOpen Access
dc.subject.courseuuEarth Surface and Water


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