Optimization of Separate Hydrogen and Methane Production from Cassava Wastewater using Two-Stage Upflow Anaerobic Sludge Blanket
Reactor (UASB) system under Thermophilic Operation.
Using the principle of 'elegant simplicity,' we hope to develop improved upflow anaerobic sludge blanket
digestors with the goal of creating designs that are more efficient and easier to build, operate and maintain.
Rizwan, "Applicability of upflow anaerobic sludge blanket
(UASB) reactor for typical sewage of a small community: its biomass reactivation after shutdown," International Journal of Environmental Science and Technology, pp.
van Haandel and van der Lubbe  indicate tolerances for affluent TSS in high-rate anaerobic reactors of up to 500 mg/L or 10% of particulate COD (EGSB reactors, expanded granular sludge blanket) and up to 20% of particulate COD (UASB reactors, upflow anaerobic sludge blanket
Treatment of phenol and cresols in upflow anaerobic sludge blanket
(UASB) process: a review, Water Research 39(1): 154-170.
 Sponza, D.T., 2001, "Anaerobic granule formation and tetrachloroethylene (TCE) removal in an upflow anaerobic sludge blanket
(UASB) reactor," Enz.
In choosing not to patent his Upflow Anaerobic Sludge Blanket
reactor, many developing countries now have access to a low-cost, sustainable used water treatment system.
The increased utilization of anaerobic wastewater treatment systems has been associated with the development of high-rate reactors such as the anaerobic filter (AF), the downflow stationary fixed-film (DSFF) reactor, the upflow anaerobic sludge blanket
(UASB) reactor, the fluidized-bed (FB) reactor, and the expanded-bed (EB) reactor, which are widely used in municipal and industrial wastewater treatment (Shivayogimath & Ramanujam, 1999; Tay & Zhang, 2000).
Lomans et al., "Degradation of methanethiol by methylotrophic methanogenic archaea in a lab-scale upflow anaerobic sludge blanket
reactor, " Applied and Environmental Microbiology, vol.
Hydrodynamic behavior of a lab-scale upflow anaerobic sludge blanket
reactor (UASB) operated with an adopted hydraulic retention time (HRT) of 12 hours.
The plants will integrate several of Veolias innovative technologies including the Biothane Advanced Upflow Anaerobic Sludge Blanket
(UASB), AnoxKaldnes Biological Activated Sludge (BAS), as well as tertiary and sludge treatments.
Physically modeling of an upflow anaerobic sludge blanket