2016
DOI: 10.1016/j.cej.2016.03.067
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Bioelectrochemical system as an oxidising filter for soluble and particulate organic matter removal from municipal wastewater

Abstract: This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. were achieved, indicating that the configuration … Show more

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Cited by 11 publications
(10 citation statements)
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“…Wastewater often contains various suspended inorganic and organic particulates. It is likely that these particulates from brewery wastewater were trapped during the biofilm development (Corsino et al, 2017; Khalfbadam, Ginige, Sarukkalige, Kayaalp, & Cheng, 2016).…”
Section: Resultsmentioning
confidence: 99%
“…Wastewater often contains various suspended inorganic and organic particulates. It is likely that these particulates from brewery wastewater were trapped during the biofilm development (Corsino et al, 2017; Khalfbadam, Ginige, Sarukkalige, Kayaalp, & Cheng, 2016).…”
Section: Resultsmentioning
confidence: 99%
“…The first reactor (R1) was operated as an electrolytic cell facilitating both entrapment and in situ alkaline hydrolysis of the entrapped particulate solids; the second reactor (R2) was operated as a typical BES for bioanodic oxidation of soluble organic matter. Specific configurational details of the reactor and the electrode materials have been described in Khalfbadam et al (2016b). In brief, each reactor had a height of 1.5 m (internal diameter 0.1 m) and consisted of two concentric cylindrical stainless steel mesh columns, one with a diameter of 6 cm and the other one with a diameter of 4 cm.…”
Section: Accepted Manuscriptmentioning
confidence: 99%
“…To mimic effluent of failed WSPs, primary sedimentation tank (PST) effluent (200 mg-SCOD/L, 150 mg-SS/L) of a local municipal wastewater treatment plant was used (Khalfbadam et al, 2016b). The effluent was collected weekly and stored in a fridge (4ºC) to minimise compositional changes.…”
Section: General Operation Of the Processmentioning
confidence: 99%
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