What Is the A²O Process? A Complete Guide to Biological Nutrient Removal

Wastewater contains three primary pollutants that threaten natural water bodies: organic carbon, nitrogen, and phosphorus. When discharged untreated, these nutrients cause eutrophication – algal blooms that deplete oxygen, kill fish, and degrade water quality.

The A²O process (Anaerobic-Anoxic-Oxic) is one of the most widely used biological treatment technologies for simultaneous removal of carbon, nitrogen, and phosphorus from municipal and industrial wastewater. This article explains how the A²O process works, its applications, and the role of GFS tanks in successful project delivery.

 

What Is the A²O Process?

The A²O process is a biological nutrient removal (BNR) system that divides treatment into three distinct zones:

Anaerobic Zone – No oxygen or nitrate present

Anoxic Zone – Nitrate present, no dissolved oxygen

Oxic (Aerobic) Zone – Dissolved oxygen present

Each zone promotes different microbial communities that work together to remove pollutants. The process is a variation of the basic A/O (Anaerobic-Oxic) configuration, with an additional anoxic zone for improved nitrogen removal.

Why Was the A²O Process Developed?

Conventional activated sludge treatment effectively removes organic carbon (BOD/COD) but does little to remove nitrogen or phosphorus. When nutrient-rich effluent is discharged into lakes, rivers, or coastal waters, it triggers eutrophication – excessive algae growth that leads to:

Oxygen depletion (hypoxia or anoxia)

Fish kills

Loss of aquatic biodiversity

Drinking water taste and odor problems

The A²O process was developed specifically to address these nutrient pollution challenges, enabling wastewater treatment plants to meet increasingly stringent discharge standards.

How the A²O Process Works

The A²O process comprises three consecutive tanks or zones, each creating a specific environment for targeted biological reactions.

Zone 1: Anaerobic Tank

Conditions:

No dissolved oxygen

No nitrate or nitrite

Mixing provided (no aeration)

Key Reactions:

In the anaerobic zone, phosphorus-accumulating organisms (PAOs) release phosphorus stored in their cells-1. This phosphorus release provides energy for PAOs to uptake and store volatile fatty acids (VFAs) from the incoming wastewater.

The anaerobic environment also favors the growth of PAOs over other bacteria, setting up the conditions for enhanced biological phosphorus removal in the downstream aerobic zone.

What Happens to Phosphorus:

PAOs break down stored polyphosphate

Orthophosphate is released into the bulk liquid

PAOs uptake and store VFAs as internal carbon sources (PHA)

Zone 2: Anoxic Tank

Conditions:

No dissolved oxygen

Nitrate (NO₃⁻) and nitrite (NO₂⁻) present

Mixing provided

Internal recycle from oxic zone brings nitrate-rich mixed liquor

Key Reactions:

In the anoxic zone, denitrifying bacteria use nitrate as an electron acceptor to consume organic matter. This process converts nitrate into harmless nitrogen gas (N₂), which escapes to the atmosphere – permanently removing nitrogen from the wastewater.

The Denitrification Reaction:
NO₃⁻ → NO₂⁻ → NO → N₂O → N₂ (gas)

Internal recycling from the oxic zone to the anoxic zone is critical. Without this recycle, nitrate would accumulate in the system, and total nitrogen removal would be minimal.

Zone 3: Oxic (Aerobic) Tank

Conditions:

Dissolved oxygen present (2–4 mg/L typical)

Air supplied via diffusers or surface aerators

Maximum biological activity

Key Reactions – Three Processes Occur Simultaneously:

1. Carbon Oxidation (BOD/COD Removal)
Aerobic heterotrophic bacteria consume remaining organic matter, converting it to CO₂ and water.

2. Nitrification
Autotrophic bacteria convert ammonia to nitrate in a two-step process:

Ammonia-oxidizing bacteria (AOB): NH₃ → NO₂⁻

Nitrite-oxidizing bacteria (NOB): NO₂⁻ → NO₃⁻

3. Phosphorus Uptake (Luxury Uptake)
PAOs, now in an aerobic environment, uptake large quantities of phosphorus – far more than they released in the anaerobic zone. This "luxury uptake" stores phosphorus as polyphosphate within PAO cells.

Final Clarifier

After the oxic zone, mixed liquor flows to a secondary clarifier where activated sludge settles. Key features include:

Return Activated Sludge (RAS): Returned to the anaerobic zone to maintain biomass concentration and bring PAOs through the full anaerobic → anoxic → oxic cycle.

Waste Activated Sludge (WAS): Phosphorus-rich sludge is removed from the system. This is how phosphorus is permanently eliminated – by wasting sludge containing PAOs with stored polyphosphate.

Treatment Performance of the A²O Process

The A²O process achieves excellent removal of multiple pollutants:

ParameterTypical InfluentTypical EffluentRemoval Efficiency
COD300–1,000 mg/L<50–100 mg/L80–95%
BOD150–500 mg/L<10–30 mg/L85–98%
Total Nitrogen (TN)30–60 mg/L<10–15 mg/L70–85%
Total Phosphorus (TP)5–15 mg/L<1–2 mg/L75–90%

Advanced configurations can achieve even stricter limits. With secondary anoxic zones or anammox integration, TN below 10 mg/L and TP below 0.5 mg/L are attainable.

 

Key Design and Operational Parameters

Successful A²O performance depends on several critical parameters:

Internal Recycle Ratio

The recycle flow from the oxic zone to the anoxic zone typically ranges from 100% to 300% of the influent flow rate. Higher recycle ratios improve nitrogen removal but increase pumping costs. Without adequate recycle, denitrification is limited by nitrate availability.

Sludge Retention Time (SRT)

The A²O process requires careful SRT management:

For nitrification: SRT > 5 days at 20°C (longer at colder temperatures)

For phosphorus removal: Shorter SRT (3–5 days) to waste PAOs before they become overgrown by other organisms

Typical range: 8–15 days depending on temperature and discharge requirements

Temperature Effects

Nitrification is temperature-sensitive. As temperatures decrease, nitrification rates slow, requiring longer SRT or larger tank volumes. Studies have shown that decreased temperatures correlate with reduced nitrification efficiency.

Organic Carbon Availability

Denitrification requires sufficient readily biodegradable carbon. When influent COD/TN ratio is low (common in many municipal wastewaters), external carbon sources may be needed for complete nitrogen removal.

Advanced A²O Configurations

A²O with Anammox Integration

Recent innovations integrate anaerobic ammonium oxidation (anammox) into A²O systems. By establishing partial denitrification/anammox (PD/A) in the anoxic zone and partial nitritation/anammox (PN/A) in the oxic zone, total nitrogen removal can increase from 54% to over 80% without external carbon addition.

Five-Stage Bardenpho

This configuration adds a second anoxic and aerobic zone after the standard A²O, enabling even lower effluent TN (below 3 mg/L) for sensitive receiving waters.

Hybrid A²O with Biofilm Carriers

Adding fixed-film carriers to A²O tanks increases biomass concentration, improves low-temperature performance, and reduces footprint. This integrated fixed-film activated sludge (IFAS) approach is particularly valuable for plant upgrades.

 

A²O vs. Other Treatment Processes

ProcessCarbon RemovalNitrogen RemovalPhosphorus RemovalComplexity
Conventional Activated SludgeHighNoneNoneLow
A/O (Anaerobic-Oxic)HighNoneHighMedium
A²O (Anaerobic-Anoxic-Oxic)HighHighHighMedium-High
5-Stage BardenphoHighVery HighHighHigh
SBRHighHighHighMedium

The A²O process offers the best balance for most municipal applications – excellent nutrient removal with reasonable complexity and operating costs.

 

Applications of the A²O Process

The A²O process is widely used for:

Municipal Wastewater Treatment – Primary application worldwide, particularly in China where it serves approximately 33% of wastewater treatment capacity

Industrial Wastewater – Food processing, dairy, beverage, and other high-strength organic wastewaters

Nutrient-Sensitive Watersheds – Discharges to lakes, reservoirs, and coastal areas requiring TN and TP limits

Water Reuse Projects – Producing high-quality effluent for irrigation or industrial reuse

GFS Tanks for A²O and Biogas Projects

Successful A²O implementation requires durable, corrosion-resistant tanks for each zone – anaerobic, anoxic, and oxic. Glass-Fused-to-Steel (GFS) tanks from Center Enamel are the industry standard for wastewater and biogas projects worldwide.

Why GFS Tanks for A²O Systems?

FeatureBenefit
Corrosion resistanceWithstands H₂S, organic acids, and mixed liquor environment
Long service life30+ years with no repainting or recoating
Bolted assemblyInstalls in days, not months – no welding required
Factory-coated glass finishConsistent quality, impervious to chemical attack
UV-resistantSuitable for outdoor installation
ExpandableAdditional modules can be added as capacity grows

GFS Tanks for Biogas Projects

When the A²O process is combined with anaerobic pre-treatment (such as UASB or CSTR), the biogas produced can be captured for renewable energy. GFS tanks are ideal for:

Anaerobic digesters – Primary biogas reactors

Biogas storage – Double-membrane gas holders integrated with GFS tanks

Sludge holding tanks – Digestate storage prior to dewatering

Equalization basins – Corrosion-resistant flow balancing

The molecular glass coating fused to steel at 820°C creates an inert barrier that resists the corrosive hydrogen sulfide (H₂S) produced during anaerobic digestion – a common cause of concrete tank failure.

 

Center Enamel: Your EPC Contractor for A²O and Biogas Projects

With over 30 years of experience and projects completed in more than 100 countries, Center Enamel is a leading EPC Contractor for wastewater treatment and Biogas Project delivery.

Center Enamel's Capabilities

Engineering & Planning

Preliminary feasibility studies

Process design (A²O, UASB, CSTR, UBF, etc.)

Tank sizing and hydraulic modeling

Permit assistance and regulatory compliance

Procurement

GFS tank manufacturing (largest production base in Asia)

Double-membrane gas holders

Piping, mixers, diffusers, and process equipment

Quality control per ISO 28765, NSF/ANSI 61, and AWWA D103-09

Construction

On-site supervision

Bolted tank assembly (fast installation with small crews)

Equipment installation and system integration

Quality control and safety management

Commissioning

Biological startup (seeding anaerobic and aerobic biomass)

Performance testing

Operator training

As-built documentation and warranty

Global Project Experience

Center Enamel has successfully delivered:

Municipal A²O plants across Asia, Africa, and South America

Biogas projects for palm oil mills (Indonesia, Malaysia), cassava processing, and livestock farms

Industrial wastewater treatment for beverage, dairy, and food processing facilities

GFS tanks ranging from small digesters to 10,000+ m³ reactors

The A²O process is a proven, reliable biological nutrient removal technology that efficiently removes carbon, nitrogen, and phosphorus from municipal and industrial wastewater. Its three-zone configuration – anaerobic, anoxic, and oxic – leverages natural microbial processes to protect receiving waters from eutrophication.

For successful A²O and Biogas Project delivery, GFS tanks from Center Enamel provide the durable, corrosion-resistant containment essential for long-term performance. As a full-service EPC Contractor, Center Enamel delivers complete turnkey solutions – from planning through commissioning – backed by over three decades of global experience.

Whether you are upgrading an existing facility, designing a new A²O plant, or developing a biogas energy project, Center Enamel has the engineering expertise, manufacturing capability, and project management experience to deliver reliable, cost-effective solutions.

Contact Center Enamel today to discuss your wastewater treatment and biogas project requirements.

Frequently Asked Questions (FAQs)

Q1: What is the main difference between A/O and A²O processes?

The A/O (Anaerobic-Oxic) process has only two zones and removes phosphorus effectively but provides minimal nitrogen removal. The A²O process adds an anoxic zone between the anaerobic and oxic zones, with internal recycling from the oxic to anoxic zone, enabling denitrification and significant total nitrogen reduction.

Q2: Can GFS tanks be used for all three zones of an A²O system?

Yes. GFS (Glass-Fused-to-Steel) tanks are suitable for anaerobic, anoxic, and oxic zones. The glass coating resists corrosion from mixed liquor, hydrogen sulfide, and organic acids. Their bolted design allows rapid installation, and the smooth glass surface prevents biofilm accumulation that can occur in concrete tanks.

Q3: How does Center Enamel support A²O and Biogas Projects as an EPC Contractor?

As an EPC Contractor, Center Enamel provides complete turnkey solutions including preliminary planning, detailed engineering, tank manufacturing (GFS tanks), equipment procurement, site management, construction supervision, biological commissioning, and operator training. With over 30 years of experience and projects in 100+ countries, Center Enamel delivers reliable, compliant, and cost-effective wastewater and Biogas Project solutions.