SecondaryTreatment

Engineering

Secondary Clarification

Solids–liquid separation in the activated sludge process. Critical for effluent quality and sludge return.

Function

The secondary clarifier (or final settling tank) separates activated sludge from the treated effluent. It performs two critical functions: producing a clear, low-TSS effluent and thickening the return activated sludge (RAS) for recirculation to the aeration basin.

The clarifier is typically the hydraulic bottleneck of the activated sludge process. Its performance depends on sludge settling characteristics (SVI), hydraulic loading, and solids loading rate.

Aerial top view of a circular secondary clarifier with a rotating scraper bridge at a wastewater treatment plant

Key Design Parameters

0.4–0.8m/h

Surface Overflow Rate

At average flow

3–6kg/m²h

Solids Loading Rate

At peak conditions

<150mL/g

SVI

Good settling sludge

3.5–5.0m

Side Water Depth

Typical range

Clarifier Performance Issues

ConditionPotential IssueWhat to Investigate
SVI > 200 mL/gBulking sludgeIdentify filamentous organisms; check DO, F/M, nutrients
Rising sludge blanketDenitrification in clarifierReduce sludge detention time, increase RAS rate
Pin-point floc in effluentDispersed growthToo high SRT, nutrient deficiency, polymer dosing
Solids over weirsHydraulic overloadCheck SOR at peak flow, verify weir loading rate
Uneven sludge blanketShort-circuitingCheck feed well design, density currents, wind effects

Engineering Note

The secondary clarifier is often the first component to limit plant capacity during peak flows. Before investing in clarifier expansion, evaluate whether sludge settling can be improved — a reduction in SVI from 200 to 120 mL/g can effectively double the clarifier's solids handling capacity.

Frequently Asked Questions

A secondary clarifier separates the biomass (activated sludge) from the treated water after biological treatment. Clarified effluent flows over the weirs for discharge or further treatment, while settled sludge is collected and returned (RAS) or wasted (WAS).

The clarifier must handle both hydraulic loading and solids loading. If sludge settles poorly (high SVI) or flow peaks exceed the design, solids can carry over into the effluent. That makes clarifier performance a frequent limiting factor for the whole activated sludge process.

SVI (sludge volume index) measures how well activated sludge settles. A high SVI indicates poor settling — often caused by filamentous bulking — which reduces clarifier capacity and can lead to solids washout. Monitoring SVI helps diagnose settling problems early.

Engineering Assessment

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Run a Secondary Treatment Engineering Assessment to identify process limitations and develop practical upgrade pathways.

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