1991
DOI: 10.2166/wst.1991.0221
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Fluidized Bed Reactors for Anaerobic Wastewater Treatment

Abstract: A review of the theoretical basis for the design and operation of fluidized bed reactors for anaerobic treatment of wastewaters is presented. After the description of the characteristics of three-phase fluidized bed and theoretical aspects which could affect the operation of an anaerobic reactor, the design considerations and recommendations based upon characteristics of the wastewater to be treated are presented. A step by step design strategy, including media selection, operative conditions of the reactor, e… Show more

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Cited by 94 publications
(41 citation statements)
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“…Examples of natural methanogenic habitats are freshwater environments such as wetlands, sediments, and rice paddy fields, as well as intestinal tracts of higher animals and insects (4,6,8,21,28). Methanogenic processes can be applied to treat industrial wastewaters in high-rate anoxic bioreactors (16,19,33). The microorganisms involved in methanogenic decomposition are usually immobilized in granular aggregates or biofilms, which is essential for a high conversion rate (23) and prevents biomass from being washed out of the reactor.…”
mentioning
confidence: 99%
“…Examples of natural methanogenic habitats are freshwater environments such as wetlands, sediments, and rice paddy fields, as well as intestinal tracts of higher animals and insects (4,6,8,21,28). Methanogenic processes can be applied to treat industrial wastewaters in high-rate anoxic bioreactors (16,19,33). The microorganisms involved in methanogenic decomposition are usually immobilized in granular aggregates or biofilms, which is essential for a high conversion rate (23) and prevents biomass from being washed out of the reactor.…”
mentioning
confidence: 99%
“…In spite of both adverse incidents, removals of chlorophenols remained extraordinarily high. Also, this is a strong recommendation to FBBR as reactor configuration for its robustness and resistance to adverse episodes (Iza, 1991;Switzenbaum, 1983;Zárate-Segura et al, 2004).…”
Section: S-4: 15 Vvd Aeration Rate 120 Mg/l Of Tcp and 30 Mg/l Of Phementioning
confidence: 99%
“…The AFBR had a recirculation rate that provided an initial dilution of the effluent and increased the mass transfer. Furthermore, the process, which included an attached biofilm, improved the contact between the substrate and the biomass, was more stable, and was better able to tolerate recalcitrant and toxic pollutants [7,8].…”
Section: Introductionmentioning
confidence: 99%