Article ID Journal Published Year Pages File Type
232616 Journal of Water Process Engineering 2015 7 Pages PDF
Abstract

Various types of industrial activities produce saline and/or sulfate-rich effluents and could use the anaerobic treatment process as the core technology. However, both salinity and sulfate can interfere with the process. This study investigated the performance of a UASB reactor in the treatment of synthetic wastewater containing glucose, acetate,methanol and sodium sulfate. The reactor had a useful volume of 10.5 L and was operated for 266 days at the hydraulic detention time of 15.6 h. The influent chemical oxygen demand (COD) was kept at 2000 mg L−1 whereas sodium sulfate concentrations increased along eighteen experimental phases, defined by the applied COD/[SO42−] ratio. Influent sulfate and sodium concentrations ranged from 25 to 10,000 mg L−1 and from 750 to 5350 mg L−1, respectively. The progressive increase of sodium and sulfate concentration and the consequent decrease of the COD/[SO42−] ratios affected the reactor’s performance, but the average COD removal efficiency remained above 80%. The observed partial process inhibition can be attributed to the synergistic effect resulting from the sulfide generated and the presence of sodium cations.

Related Topics
Physical Sciences and Engineering Chemical Engineering Chemical Engineering (General)
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