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Turbidity Removal from Wastewaters of Natural Stone Processing by Coagulation/Flocculation Methods

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dc.creator Ersoy, Bahri
dc.creator Guenay, Ahmet
dc.creator Dlkmen, Sedef
dc.creator TOSUN, İsmail
dc.date 2009-02-28T22:00:00Z
dc.date.accessioned 2020-10-06T09:15:58Z
dc.date.available 2020-10-06T09:15:58Z
dc.identifier 0210b095-1d5a-4d71-b2be-5c8116460e7a
dc.identifier 10.1002/clen.200800209
dc.identifier https://avesis.sdu.edu.tr/publication/details/0210b095-1d5a-4d71-b2be-5c8116460e7a/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/52041
dc.description The effectiveness of coagulation (at pH values of 6, 7.5, and 9), flocculation (at pH 9), and coagulation plus flocculation (at pH 9) on turbidity removal from natural stone (travertine) processing wastewaters (NSPW) were examined by applying classical sedimentation tests. FeCl(3) . 6H(2)O, AlCl(3), and Al(2)(SO(4))(3) . 16H(2)O were used as coagulants and a polyacrylamide based anionic polymer was used as the flocculant. In this way, it was found that the coagulation method alone was not sufficient to purify NSPW, whereas flocculation and coagulation plus flocculation methods provided Superior purification. Among the coagulants used, AlCl(3) gave the best result in terms of turbidity removal by coagulation from NSPW at pH 6 and 9, whereas the turbidity removal performances of the three coagulants were almost identical at pH 7.5. In addition, relatively low pH (i.e., pH 6) improved the purification performance of all coagulants. During coagulation of NSPW at pH 6, a charge neutralization mechanism played a decisive role in turbidity removal. However, in neutral (pH 7.5) and slightly basic (pH 9) media, a sweep coagulation mechanism was predominant. For flocculation of NSPW, the basic mechanism comprised of polymer bridging.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Turbidity Removal from Wastewaters of Natural Stone Processing by Coagulation/Flocculation Methods
dc.type info:eu-repo/semantics/article


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