Biological Wastewater Treatment 2023
DOI: 10.2166/9781789062304_0507
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Anaerobic wastewater treatment

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Cited by 7 publications
(10 citation statements)
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“…Assuming a COD consumption of 5% for bacterial growth under anaerobic conditions [24] and a COD:N molar ratio of 5 needed to form bacterial biomass [25], a mass of 3 mg of nitrogen was theoretically assimilated by microorganisms in the LPG incubation. Based on this assumption, there was still a gap of 9 mg N between the amount of produced NH 4 + -N and the added TN in the LPG.…”
Section: Resultsmentioning
confidence: 99%
“…Assuming a COD consumption of 5% for bacterial growth under anaerobic conditions [24] and a COD:N molar ratio of 5 needed to form bacterial biomass [25], a mass of 3 mg of nitrogen was theoretically assimilated by microorganisms in the LPG incubation. Based on this assumption, there was still a gap of 9 mg N between the amount of produced NH 4 + -N and the added TN in the LPG.…”
Section: Resultsmentioning
confidence: 99%
“…Anaerobic digestion (AD) is a widely used technology for wastewater treatment due to its low sludge production when compared to aerobic treatment (up to one-tenth), the nutrient-rich effluent, and the production of energy as biogas . Among the AD technologies, the anaerobic membrane bioreactor (AnMBR) is a promising alternative to treat municipal wastewater from a resource-oriented perspective .…”
Section: Introductionmentioning
confidence: 99%
“…Anaerobic digestion (AD) is a widely used technology for wastewater treatment due to its low sludge production when compared to aerobic treatment (up to one-tenth), the nutrientrich effluent, and the production of energy as biogas. 1 Among the AD technologies, the anaerobic membrane bioreactor (AnMBR) is a promising alternative to treat municipal wastewater from a resource-oriented perspective. 2 AnMBR units were first developed in the late 1980s for industrial wastewater treatment and are now considered one of the emerging anaerobic technologies that generate high-quality effluents of interest for subsequent reuse.…”
Section: Introductionmentioning
confidence: 99%
“…Currently, full‐scale anaerobic sludge blanket bioreactors are primarily implemented in tropical climates, such as in areas of South America and Asia (Chernicharo et al, 2015; Lettinga et al, 2001; van Lier et al, 2008). However, the development of viable low‐temperature anaerobic sludge blanket bioreactors that meet the effluent goals for wastewater treatment is an area of ongoing research (Chernicharo et al, 2015; Hahn & Figueroa, 2015; Pfluger, Vanzin, et al, 2018; Shoener et al, 2014).…”
Section: Introductionmentioning
confidence: 99%
“…However, the development of viable low‐temperature anaerobic sludge blanket bioreactors that meet the effluent goals for wastewater treatment is an area of ongoing research (Chernicharo et al, 2015; Hahn & Figueroa, 2015; Pfluger, Vanzin, et al, 2018; Shoener et al, 2014). The most commonly studied anaerobic sludge blanket bioreactors include the upflow anaerobic sludge blanket (UASB), the anaerobic baffled reactor (ABR), and the expanded granular sludge blanket (EGSB) bioreactor (van Lier et al, 2008). Of these systems, ABRs have a simple design, low capital, and operating costs and provide better retention of solids in response to load variations than single‐compartment UASB or EGSB reactors (Bachmann et al, 1985; van Lier et al, 2008).…”
Section: Introductionmentioning
confidence: 99%