The objective of this study was to develop an integrated process for simultaneous removal of carbon, nitrogen and phosphorus from industrial wastewaters. The process consisted of a-two step anaerobic digestion reactor, for carbon removal, coupled with a sequencing batch reactor (SBR) for nutrient re
Operation strategy of a sequencing batch reactor for simultaneous removal of wastewater organic matter and nutrients
β Scribed by Grace L.W. Leung; N.F.Y. Tam
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 843 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0921-3449
No coin nor oath required. For personal study only.
β¦ Synopsis
The Sequencing Batch Reactor (SBR) system employing activated sludge process is an alternative wastewater treatment technology. A cycle of the conventional SBR system generally consists of five periods, with complete aeration during the React period to oxidize the organic matter and nitrify the ammonium-nitrogen of wastewater. Laboratory-scale reactors were used to evaluate the feasibility of incorporating alternative aerobic-anoxic-aerobic stages within the React period for simultaneous removal of organic matter, N and P. Two cycles of SBR process per day were maintained.
Under the operation strategy of 0.75-h FILL, 8-h REACT (with continuous aeration), 3.25-h SETTLE, DRAW and IDLE periods, the treatment performance became consistent after running the system for two to four cycles ( 1-2 days). The percentages of both BOD5 and COD removal were around 94% from Cycle 2 onwards, the BOD5 content dropped from initial 251 mg L-1 to less than 14 mg L-1 in the final effluent. A steady nitrification (about 97%) was obtained from Cycle 4 onwards, with l mg NH+-N L-J and 25 mg NO~-N L-t present in the final effluent. This suggested that the time required for SBR system to acclimate and reach an equilibrium state was relatively short when compared with the time needed for continuous flow activated sludge system. The findings also show that 4-h aeration during the REACT period was long enough to achieve more than 90% nitrification. With the incorporation of a 3-h anoxic stage after the initial 4-h aeration of the REACT period, a satisfactory denitrification process was observed, with nitrate level dropped from 27 to around 8 mg L-~ within 3 h. The second aeration stage did not cause significant change in wastewater nitrogen content. The wastewater phosphate content declined rapidly during the initial 4-h aeration and P-release was not observed during the anoxic stage. A slight reduction of P was found in the second aeration stage suggesting that more P-uptake occurred in this stage. A 12-h cyclic SBR system with the incorporation of 4-h aerobic, 3-h anoxic and final 1-h aerobic stages into the 8-h REACT period was demonstrated to be able to remove C, N and P simultaneously.
π SIMILAR VOLUMES
## Abstract A sequencing batch membrane biofilm reactor (SBMBfR) was developed for simultaneous carbon, nitrogen, and phosphorus removal from wastewater. This reactor was composed of two functional parts: (1) a gasβpermeable membrane on which a nitrifying biofilm formed and (2) a bulk solution in w
Aerobic granulation is a promising technology for the removal of nutrients in wastewater. Since research to date is mainly focused at laboratory scale, a pilot-scale sequencing batch reactor (100 L) was operated to obtain granular sludge in aerobic conditions grown on acetate as organic carbon subst
## Abstract In the research and application of microbial fuel cell (MFC), how to incorporate MFCs into current wastewater infrastructure is an importance issue. Here, we report a novel strategy of integrating an MFC into a sequencing batch reactor (SBR) to test the energy production and the chemica