4.7 Article

Optimization of algal-based membrane bioreactor for greywater treatment

Journal

PROCESS SAFETY AND ENVIRONMENTAL PROTECTION
Volume 154, Issue -, Pages 81-88

Publisher

ELSEVIER
DOI: 10.1016/j.psep.2021.08.007

Keywords

Algal membrane bioreactor (AMBR); HRT; Greywater treatment; Biomass production; Removal efficiency

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The study evaluated the efficiency of AMBR for treating domestic greywater at different hydraulic retention times and found that the system performed well in removing pollutants and producing biomass, with the best performance observed at an HRT of 2 days. The experimental results also showed that algae played a primary role in the removal of TN and TP, while membrane fouling frequency decreased with increasing HRT.
For bioreactors, hydraulic retention time plays a very important role in biomass production. The effectiveness of Algal-based Membrane Bioreactor (AMBR) has not been adequately explored for domestic greywater treatment. The present study aims to assess AMBR's efficiency for treating domestic greywater operating at four hydraulic retention times (HRTs) of 1-7 d. Microalgal biomass production, removal efficiency, fouling characteristics, and net energy efficiency of the AMBR were optimized. The experimental study showed that algal biomass productivity increased with decreasing HRT, and the highest productivity (48 mg/L/d) was achieved at 2 d of HRT. Independent of HRT, 94 % BOD and 96 % anionic surfactant (AS) removals were achieved, while the highest TN and TP removals (59.5 % and 34.5 %) were achieved at HRT of 7 d. Effluent monitoring revealed that microalgae assimilation was the primary path-way of TN and TP removals. Membrane fouling frequency decreased with increasing HRT, and the lowest fouling was found at 7d of HRT. The highest methane yield (0.332 m(3)/d) and the net energy return NER (1.04) were estimated at HRT of 2 d. Overall, HRT of 2 d would be optimum for AMBR operation and can be modeled as a self-sustainable greywater treatment system with zero power requirements. The present study provides the basis for establishing the guidelines for AMBR design for the treatment and recycling of greywater. (C) 2021 Institution of Chemical Engineers. Published by Elsevier B.V. All rights reserved.

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