2004
DOI: 10.1002/jctb.999
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Temperature dependency of granule characteristics and kinetic behavior in UASB reactors

Abstract: When an inhibitory substrate, phenol, was treated under mesophilic conditions (25, 30, 35, and 40• C), the upflow anaerobic sludge bed (UASB) reactors at 30• C resulted in the greatest amount of biomass and the largest granule size, while the UASB reactors at 25• C resulted in the smallest granule size and the greatest amount of wash-out of sludge. The granule size tended to be negatively correlated with the amount of wash-out of sludge. With an increase in temperature, the kinetic constant k for anaerobic phe… Show more

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Cited by 22 publications
(7 citation statements)
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“…Phenol was considered to be toxic to aquatic species (Brown et al, 1967;Kibret et al, 2000;Chung et al, 2003) and added an odor to drinking and food-processing water (Rittmann and McCarty, 2001). Aerobic granules have been applied to degrade phenol (Jiang et al, 2002(Jiang et al, , 2004aChou et al, 2004;Chou and Huang, 2005;Tay et al, 2005a,b). Tay et al (2004b) demonstrated that the granules degraded phenol at a specific rate exceeding 1 g phenol g − 1 VSS d − 1 at 500 mg L − 1 of phenol, or at a reduced rate of 0.53 g phenol g − 1 VSS d − 1 at 1900 mg L − 1 of phenol.…”
Section: Treating Toxic Organic Wastewatersmentioning
confidence: 99%
“…Phenol was considered to be toxic to aquatic species (Brown et al, 1967;Kibret et al, 2000;Chung et al, 2003) and added an odor to drinking and food-processing water (Rittmann and McCarty, 2001). Aerobic granules have been applied to degrade phenol (Jiang et al, 2002(Jiang et al, , 2004aChou et al, 2004;Chou and Huang, 2005;Tay et al, 2005a,b). Tay et al (2004b) demonstrated that the granules degraded phenol at a specific rate exceeding 1 g phenol g − 1 VSS d − 1 at 500 mg L − 1 of phenol, or at a reduced rate of 0.53 g phenol g − 1 VSS d − 1 at 1900 mg L − 1 of phenol.…”
Section: Treating Toxic Organic Wastewatersmentioning
confidence: 99%
“…Phenol is toxic to particular aquatic species (Brown et al, 1967;Chung et al, 2003;Kibret et al, 2000) and adds an odor to drinking and food-processing water (Rittmann and McCarty, 2001). Aerobic granules have been applied to degrade phenol (Chou and Huang, 2005;Chou et al, 2004;Jiang et al, 2002Jiang et al, , 2004aTay et al, 2005a,b). Tay et al (2004) demonstrated that their granules degraded phenol at a specific rate exceeding 1 g phenol/gÁVSS/day at 500 mg/L of phenol, or at a reduced rate of 0.53 g phenol/gÁVSS/day at 1,900 mg/L of phenol.…”
Section: Introductionmentioning
confidence: 98%
“…When the AFBR had reached steady state, a 50 cm 3 syringe was used to remove ∼5-10 cm 3 of bioparticles from the lower, middle and upper parts of the fluidizedbed zone. The d p value was determined using the method of image analysis, 31 δ was determined using the method of Shieh et al 32 and ρ mw and ρ bf were measured according to Huang and Wu. …”
Section: Without Internal Biogas Productionmentioning
confidence: 99%