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dc.contributor.authorEbrahimi Milad;Kazemi Hamidreza;Mirbagheri S. A.;Rockaway Thomas D.
dc.date.accessioned2019-02-26T07:56:21Z
dc.date.available2019-02-26T07:56:21Z
dc.date.issued2018
dc.identifier.other%28ASCE%29EE.1943-7870.0001312.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250402
dc.description.abstractThis research assesses the performance and methane production of a novel combined system for treatment of high-strength organic wastewater. The proposed system is composed of a rotating biological contactor (RBC) process under anaerobic conditions, in conjunction with a moving-bed biofilm reactor (MBBR) as the combining aerobic process. Various operational parameters were tested to maximize the chemical oxygen demand (COD) removal performance and methane gas production from treating high-strength synthetic wastewater. The identified optimal parameters include hydraulic retention time, organic loading rate, and disk rotational speed, equal to 5 days, 7 rotations per minute (rpm), and 2  kg COD/m3/day, respectively. Under these conditions, the combined system achieved high removal efficiency (98% from influent COD of 1,  mg/L) with the additional benefit of methane production [116.6  L/day from a 46-L anaerobic rotating biological contactor (AnRBC) reactor]. Also, analysis of kinetic models of experimental results from the AnRBC stage indicated the suitability of the Stover-Kincannon model with a prediction accuracy of 93%. The results confirmed the effectiveness of integrated AnRBC systems in achieving both high removal efficiency and methane production. Thus, this system is recommended for treating high-strength organic wastewater.
dc.publisherAmerican Society of Civil Engineers
dc.titleIntegrated Approach to Treatment of High-Strength Organic Wastewater by Using Anaerobic Rotating Biological Contactor
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue2
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001312
dc.page4017102
dc.treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 002
dc.contenttypeFulltext


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