Abstract—By supplying a small amount of oxygen to a UASB (upflow anaerobic sludge bed) reactor and thereby supporting aerobic metabolism in an otherwise anaerobic environment, a coupled reactor system was evaluated at a laboratory scale. In order to determine the optimal delivery of oxygen to the coupled reactor systems, two principal operating variables were investigated: the oxygenation rate and the liquid recycle rate. Two UASB and four coupled reactor systems, each 1 litre and operated continu-ously at a one day hydraulic residence time (HRT) at 358C, were employed in order to meet these objectives. The oxygenation rate increased the dissolved oxygen concentration to a maximum of 2.9 mg/L and the redox potential up to ÿ9 mV (Eh). Methan...
In the present work, a methodology is proposed to determine the mass transfer capacity in existing m...
Nowadays, carbon emission and therefore carbon footprint of water utilities is an important issue. I...
The performance of a sewage treatment system consisting of a settler followed by an Upflow Anaerobic...
Response of an aerobic upflow sludge blanket (AUSB) reactor system to the changes in operating condi...
The impact of influent dissolved O2 on the characteristics of anaerobic granular sludge was investig...
A 3-year study was conducted using an aerobic upflow sludge blanket (AUSB) reactor to achieve high-r...
A laboratory study was conducted using an aerobic upflow sludge blanket (AUSB) reactor to achieve hi...
The anaerobic treatment processes are considered to be well-established methods for the elimination ...
A laboratory study was conducted to investigate the characteristics of an aerobic upflow sludge blan...
In this study, microbial kinetic and oxygen transfer modelling coupled with energy analysis was appl...
In this study, microbial kinetic and oxygen transfer modelling coupled with energy analysis was appl...
Four laboratory upflow anaerobic sludge blanket (UASB) reactors were operated at different operating...
Aerobic treatment of wastewaters has often encountered problems caused by excessive solids productio...
The Upflow Anaerobic Clarification Tank (UACT) is of interest as a post-treatment step for high-rate...
In municipal wastewater treatment plants, some dissolved methane can enter the aerobic bioreactors. ...
In the present work, a methodology is proposed to determine the mass transfer capacity in existing m...
Nowadays, carbon emission and therefore carbon footprint of water utilities is an important issue. I...
The performance of a sewage treatment system consisting of a settler followed by an Upflow Anaerobic...
Response of an aerobic upflow sludge blanket (AUSB) reactor system to the changes in operating condi...
The impact of influent dissolved O2 on the characteristics of anaerobic granular sludge was investig...
A 3-year study was conducted using an aerobic upflow sludge blanket (AUSB) reactor to achieve high-r...
A laboratory study was conducted using an aerobic upflow sludge blanket (AUSB) reactor to achieve hi...
The anaerobic treatment processes are considered to be well-established methods for the elimination ...
A laboratory study was conducted to investigate the characteristics of an aerobic upflow sludge blan...
In this study, microbial kinetic and oxygen transfer modelling coupled with energy analysis was appl...
In this study, microbial kinetic and oxygen transfer modelling coupled with energy analysis was appl...
Four laboratory upflow anaerobic sludge blanket (UASB) reactors were operated at different operating...
Aerobic treatment of wastewaters has often encountered problems caused by excessive solids productio...
The Upflow Anaerobic Clarification Tank (UACT) is of interest as a post-treatment step for high-rate...
In municipal wastewater treatment plants, some dissolved methane can enter the aerobic bioreactors. ...
In the present work, a methodology is proposed to determine the mass transfer capacity in existing m...
Nowadays, carbon emission and therefore carbon footprint of water utilities is an important issue. I...
The performance of a sewage treatment system consisting of a settler followed by an Upflow Anaerobic...