2016
DOI: 10.1016/j.watres.2016.05.053
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Comparison between mixed liquors of two side-stream membrane bioreactors treating wastewaters from waste management plants with high and low solids anaerobic digestion

Abstract: In the last years, biological treatment plants for the previously separated organic fraction from municipal solid wastes (OFMSW) have gained importance. In these processes a liquid effluent (liquid fraction from the digestate and leachate from composting piles), which has to be treated previously to its discharge, is produced. In

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Cited by 13 publications
(8 citation statements)
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“…Two full-scale MBRs (WWTP-A and WWTP-B) that treat lixiviates from plants recycling the previously separated organic fraction from the municipal solid wastes [ 45 , 46 ] were sampled. In the WWTP-A, the Anaerobic Digestion (AD) is carried out by means of a high solids system (dry process, i.e., solids concentration higher than 15%) and in the WWTP-B, the AD is carried out by means of a low solids system (wet-process, i.e., solids concentration that is lower than 10%).…”
Section: Methodsmentioning
confidence: 99%
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“…Two full-scale MBRs (WWTP-A and WWTP-B) that treat lixiviates from plants recycling the previously separated organic fraction from the municipal solid wastes [ 45 , 46 ] were sampled. In the WWTP-A, the Anaerobic Digestion (AD) is carried out by means of a high solids system (dry process, i.e., solids concentration higher than 15%) and in the WWTP-B, the AD is carried out by means of a low solids system (wet-process, i.e., solids concentration that is lower than 10%).…”
Section: Methodsmentioning
confidence: 99%
“…In the WWTP-A, the Anaerobic Digestion (AD) is carried out by means of a high solids system (dry process, i.e., solids concentration higher than 15%) and in the WWTP-B, the AD is carried out by means of a low solids system (wet-process, i.e., solids concentration that is lower than 10%). Both WWTPs were designed to eliminate organic matter and nitrogen [ 46 ].…”
Section: Methodsmentioning
confidence: 99%
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“…MBRs are wastewater treatment processes that integrate a permselective membrane with a biological process (Judd 2010). The membrane serves as an advanced treatment unit for complete TSS removal and as a barrier to microorganisms , Zuriaga-Agustí et al 2016. However, MBRs are still facing a major operating problem: membrane fouling (Hashemi et al 2016a, b;Zuriaga-Agustí et al 2016).…”
Section: Membrane Bioreactorsmentioning
confidence: 99%
“…The membrane serves as an advanced treatment unit for complete TSS removal and as a barrier to microorganisms , Zuriaga-Agustí et al 2016. However, MBRs are still facing a major operating problem: membrane fouling (Hashemi et al 2016a, b;Zuriaga-Agustí et al 2016). Hashemi et Khodabakhshi reported that the use of granular activated carbon within a MBR reduces membrane fouling while also removing a significant level of recalcitrant and the biorefractory compound found in composting leachates (Hashemi and Khodabakhshi 2016).…”
Section: Membrane Bioreactorsmentioning
confidence: 99%