Sequencing batch reactor ppt
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The document discusses sequencing batch reactors (SBRs) for wastewater treatment. SBRs perform the stages of treatment - equalization, biological treatment, and clarification - sequentially in a single tank. Key advantages are that SBRs require less space than traditional systems using separate tanks for each stage, and can achieve high removal rates of various pollutants. The SBR process involves repeated fill, react, settle, decant, and idle phases in the single tank reactor.
Sequencing batch reactor ppt
- 2. CONTENTS Introduction Sequencing batch reactor(SBR) Reasons for providing SBR Operating principals Phases in SBR Advantages Limitations
- 3. Introduction
- 4. Sequencing Batch Reactor In a conventional activated sludge system, unit processes would be accomplished by using separate tanks. Sequencing batch reactor is a modification of activated sludge process which has been successfully used to treat municipal and industrial wastewater. The difference between the two technologies is that the SBR performs equalization, biological treatment, and secondary clarification in a single tank using a timed control sequence.
- 5. Reasons for providing SBR In areas where there is a limited amount of space is available. Older wastewater treatment facilities can be retrofitted to an SBR because the basins are already present.
- 6. SBR Operating Principles SBR technology is a method of wastewater treatment in which all phases of the treatment process occur sequentially within the same tank. The sequencing batch reactor is a fill and draw activated sludge system. In this system, wastewater is added to a single “batch” reactor, treated to remove undesirable components, and then discharged.
- 7. Diagram showing SBR operating principles
- 8. Various phases in a typical SBR process
- 9. Fill Phase During the fill phase, the basin receives influent wastewater. The influent brings food to the microbes in the activated sludge, creating an environment for biochemical reactions to take place.
- 10. Types of fill phase Static fill Mixed fill Aerated fill
- 11. React Phase During this phase, no wastewater enters the basin and the mechanical mixing and aeration units are on. This phase allows for further reduction of wastewater parameters
- 12. Settle Phase During this phase, activated sludge is allowed to settle under quiescent condition . The activated sludge tends to settle as a flocculent mass.
- 13. Decant Phase Clarified treated effluent (supernatant) is removed from the tank. No surface foam or scum is decanted.
- 14. Idle Phase This step occurs between the decant and the fill phases. The idle period is used when the system is waiting for enough effluent to process.
- 15. Advantages of SBR Equalization, primary clarification, biological treatment and secondary clarification can be achieved in a single reactor vessel. SBR requires small space. SBR has controllable react time and quiescent settling. Minimal footprint. High nutrient removal capabilities. The BOD removal efficiency is generally 85 to 90% Filamentous growth elimination
- 16. Limitations of SBR A higher level of sophistication is required especially for larger systems, of timing units and controls. Higher level of maintenance associated with more sophisticated controls, automated switches, and automated valves. Potential plugging of aeration devices during selected operating cycles, depending on the aeration system used by the manufacturer.
- 17. CONCLUSION Sequencing batch reactors (SBR) are useful for areas where the available land is limited. Equalization, primary clarification, biological treatment and secondary clarification can be achieved in a single reactor vessel. SBRs are a variation of the activated-sludge process. They differ from activated-sludge plants because they combine all of the treatment steps and processes into a single basin whereas conventional facilities rely on multiple basins. The pollutant removal efficiency of SBR system is higher for nitrogen and phosphate. The SBR system can remove heavy metal such as Zn, Cu, Pb with organic pollutant and nitrogen.
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