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dc.contributor.authorLu, Li-Anen_US
dc.contributor.authorMa, Ying-Shihen_US
dc.contributor.authorKumar, Mathavaen_US
dc.contributor.authorLin, Jih-Gawen_US
dc.date.accessioned2014-12-08T15:20:43Z-
dc.date.available2014-12-08T15:20:43Z-
dc.date.issued2011-10-10en_US
dc.identifier.issn1383-5866en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.seppur.2011.07.040en_US
dc.identifier.urihttp://hdl.handle.net/11536/14740-
dc.description.abstractThe central composite design (CCD) and response surface methodology (RSM) were employed to evaluate the effect of H(2)O(2) dosage rate (1-10 mg L(-1) min(-1)) and Fe(3+) dosage (1-100 mg L(-1)) in the photo-Fenton treatment of carbofuran and to develop the second-order polynomial equations in terms of carbofuran and dissolved organic carbon (DOC) removals and BOD(5)/DOC ratio with different reaction times. Both H(2)O(2) dosage rate and Fe(3+) dosage have significant effects on the dependable variables. Based on the results of carbofuran removal and BOD(5)/DOC ratio, H(2)O(2) dosage rate of 5.4 mg L(-1) min(-1) and Fe(3+) dosage of 59 mg L(-1) were found to be the favorable reagent dosages for carbofuran degradation. Under these conditions, the toxicity unit measured by Microtox(R) test with 5 min exposure was decreased from 47 to 6 and the biodegradability evaluated by BOD(5)/COD ratio was increased from 0 to 0.76 after 60 min reaction. The results obtained in this study demonstrate that the photo-Fenton process is a promising pretreatment before the application of biological treatment for carbofuran removal from contaminated water/wastewater. (C) 2011 Elsevier B.V. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectBiodegradabilityen_US
dc.subjectCarbofuranen_US
dc.subjectCentral composite designen_US
dc.subjectMicrotox (R) testen_US
dc.subjectResponse surface methodologyen_US
dc.titlePhoto-Fenton pretreatment of carbofuran - Analyses via experimental design, detoxification and biodegradability enhancementen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.seppur.2011.07.040en_US
dc.identifier.journalSEPARATION AND PURIFICATION TECHNOLOGYen_US
dc.citation.volume81en_US
dc.citation.issue3en_US
dc.citation.spage325en_US
dc.citation.epage331en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000296003200009-
dc.citation.woscount5-
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