Converting Activated Sludge to MBBR

Adding carriers to an activated sludge basin creates an IFAS or MBBR process that gains capacity and load stability while reusing the existing tanks.

Converting an activated sludge plant to MBBR or IFAS is one of the most common retrofit routes. Adding biofilm carriers to an existing aeration basin introduces attached biomass that is independent of the sludge return, which increases capacity and makes the process more resilient to load peaks and to washout. Whether the result is a hybrid IFAS system (carriers plus suspended sludge) or a pure MBBR depends on how the conversion is configured and on the treatment objective.

What changes in the conversion

The aeration basin gains carriers and retention screens. Aeration is reviewed because carriers add oxygen demand and require enough turbulence to circulate. The secondary clarifier remains in service to separate sloughed biofilm and any suspended solids. In an IFAS conversion the sludge age and return are still managed; in a full MBBR conversion the process relies on attached growth and the downstream separation stage handles the detached biomass.

The main benefits sought are added capacity in the same footprint, more reliable nitrification, and greater tolerance of hydraulic and organic peaks.

Conversion Considerations (site-specific — confirm per project)

ParameterTypical ValueUnitNotes
Resulting processIFAS or MBBR—Hybrid vs attached-only
Aerationreview—Added O₂ demand + mixing
Clarifierretained—Separates sloughed biomass
Benefitcapacity + stability—Resilient to load peaks

Frequently Asked Questions

Is converting activated sludge to MBBR the same as IFAS?
Not exactly. If carriers are added while keeping the suspended-sludge biomass, the process is IFAS (a hybrid). If the process is reconfigured to rely on attached biofilm alone, it becomes a pure MBBR. Both reuse the existing basin.
Why convert an activated sludge plant?
To gain treatment capacity in the same tanks, improve nitrification reliability and make the process more tolerant of load peaks and washout — usually because load has grown or limits have tightened.
Is the secondary clarifier still needed?
Yes. A downstream separation stage is still required to remove sloughed biofilm and any suspended solids, whether the conversion results in IFAS or a pure MBBR.

Related Pages

Need MBBR Design Support?

Submit your wastewater data for a preliminary MBBR engineering assessment. Our team reviews every submission within 2 business days.

Start MBBR Assessment