Every day, billions of litres of wastewater flow from homes, hospitals, farms, and factories into treatment plants around the world. Treating this water effectively – removing pathogens, breaking down organic matter, and preventing pollution – is one of the most critical environmental challenges of our time. Biotechnology sits at the heart of this effort. By harnessing the metabolic power of microorganisms, modern wastewater treatment systems can not only clean water but also recover energy and reduce waste. Three major biological approaches drive this work: traditional aerobic methods like activated sludge and trickling filters, advanced membrane bioreactor systems, and anaerobic treatment technologies. Understanding how each works – and why each matters – reveals just how sophisticated biological wastewater treatment has become.
Table of Contents
- Activated sludge and trickling filters: the biological foundation
- How activated sludge works
- How trickling filters work
- Membrane bioreactors (MBR): raising the bar for treatment quality
- How MBR systems work
- Advantages over conventional activated sludge
- Anaerobic treatment methods: breaking down waste without oxygen
- Upflow anaerobic sludge blanket (UASB) reactors
- Anaerobic filter reactors
- Expanded granular sludge bed (EGSB) and other advanced anaerobic systems
- Choosing the right approach: aerobic vs. anaerobic
Activated sludge and trickling filters: the biological foundation
The activated sludge process and the trickling filter are the two most widely used aerobic biological treatment methods in secondary wastewater treatment. Both rely on microorganisms to degrade organic compounds, but they go about it in fundamentally different ways.
How activated sludge works
In the activated sludge process, incoming wastewater is mixed with a dense suspension of aerobic bacteria inside an aeration tank. Oxygen is pumped into the tank mechanically or through diffused aeration, creating ideal conditions for bacteria to break down dissolved and colloidal organic matter. The microorganisms consume organic pollutants, reducing the biochemical oxygen demand (BOD) of the water. After biological treatment, the mixture flows into a secondary clarifier, where sludge settles by gravity and a portion is returned to the aeration tank to maintain the active microbial population. The process consistently achieves effluent with suspended solids and BOD levels as low as 10 mg/L, making it one of the most reliable secondary treatment technologies available.
The main limitation is operational complexity. The activated sludge system requires skilled operators, constant monitoring of dissolved oxygen, and careful management of sludge. Problems like sludge bulking, foaming, and dispersed microbial growth can reduce treatment efficiency if not controlled properly.
How trickling filters work
A trickling filter takes a different approach. Rather than suspending microorganisms in the wastewater, it grows them as a biofilm – a layer of bacteria, protozoa, fungi, and algae – on the surface of a fixed medium. This medium is typically a bed of stones or plastic media. Wastewater is sprayed over the top, trickles down through the bed, and is collected at the bottom for further treatment. As the wastewater passes over the biofilm, microbes absorb and oxidise dissolved organic compounds, lowering the BOD. Air circulates naturally through the porous medium, supplying oxygen without mechanical aeration.
Trickling filters are very efficient at removing BOD and ammonia and use a minimal amount of power compared to activated sludge systems. They are well-suited for smaller communities and can handle shock loads of toxic inputs more reliably than suspended-growth systems. However, they require significantly more land area and can cause odour and insect nuisance if not well-managed. The biofilm that sloughs off must be removed in a secondary clarifier downstream.
In practice, these two processes are increasingly used together. Trickling filters can precede activated sludge systems to pre-treat wastewater, reducing the organic load before it enters the aeration tank. This combined approach improves overall system stability, reduces energy consumption, and helps the downstream activated sludge process handle peak loads more effectively.
Membrane bioreactors (MBR): raising the bar for treatment quality
Where activated sludge and trickling filters represent the established standard, membrane bioreactor (MBR) technology represents a significant advancement. An MBR combines biological treatment – typically an aerobic activated sludge process – with membrane filtration in a single, integrated system.
How MBR systems work
In an MBR system, a bioreactor provides the environment for microorganisms to degrade organic matter. Instead of using a secondary clarifier to settle the sludge, the treated water is drawn through microfiltration or ultrafiltration membranes, which physically retain the biomass and allow only clean effluent to pass through. There are two common configurations: submerged MBR, where the membranes are placed directly inside the bioreactor, and side-stream MBR, where the membranes are positioned in an external unit. In the submerged design, the system requires less energy and is typically used in medium to large installations, while the side-stream design handles higher permeate flux and is preferred for smaller or more demanding industrial applications.
Advantages over conventional activated sludge
MBR offers several measurable advantages over conventional activated sludge (CAS). MBR-treated effluent is free of suspended solids and has reduced bacterial and viral content, making it suitable for water reuse in irrigation, industrial processes, and other non-potable applications. Because the membranes retain all biomass, MBR systems can operate at much higher sludge concentrations than CAS systems. This means the same biological treatment can occur in a significantly smaller tank – resulting in a footprint up to 50% smaller. MBR systems also completely retain biomass, enabling a higher diversity of bacteria and protozoa, which improves the biodegradation of difficult compounds like herbicides and pesticides.
The most significant drawback is membrane fouling – the gradual clogging of membrane pores by biological and chemical material. Fouling reduces permeate flux over time and increases operating costs, requiring regular membrane cleaning and eventual replacement. Ongoing research into membrane materials, including nanomaterial-enhanced membranes, is working to address this challenge. Despite the higher capital and maintenance costs, MBR systems are increasingly preferred in water-scarce regions and where strict discharge regulations demand high-quality effluent.
Anaerobic treatment methods: breaking down waste without oxygen
While aerobic processes dominate municipal wastewater treatment, anaerobic treatment methods have become indispensable – particularly for high-strength industrial wastewater and for situations where energy recovery is a priority. Anaerobic digestion breaks down organic matter in the absence of oxygen, producing biogas (primarily methane and COโ) as a by-product. This biogas can be captured and used as a renewable energy source, giving anaerobic systems a significant economic and environmental advantage.
Upflow anaerobic sludge blanket (UASB) reactors
The UASB reactor is the most widely deployed high-rate anaerobic treatment system in the world. Developed in the Netherlands in the 1970s by Professor Gatze Lettinga, the UASB operates on a simple but elegant principle: wastewater enters at the bottom of the reactor and flows upward through a dense blanket of granular anaerobic sludge. As it rises, microorganisms in the sludge degrade the organic compounds, producing biogas. A three-phase separator at the top of the reactor separates gas, treated water, and sludge. The biogas rises out of the reactor for capture, while the treated effluent exits at the top and the sludge settles back into the blanket below.
UASB reactors are compact, energy-efficient, and capable of treating high organic loads. They require less reactor volume, feature higher flow velocity and biogas production, and accommodate significantly higher organic loading rates compared to earlier anaerobic systems. A full-scale study in Ghana demonstrated carbon removal efficiency of 93% for COD and 98% for BOD, with biogas methane content averaging around 65% – confirming that UASB technology can deliver reliable performance even in resource-limited settings. In some industrial applications, such as potato processing plants, biogas recovered from UASB systems can meet up to 60% of a facility’s electricity needs.
Anaerobic filter reactors
An anaerobic filter reactor works differently from a UASB. Instead of a suspended sludge blanket, the reactor contains a fixed medium – typically plastic or gravel – that supports a biofilm of anaerobic microorganisms. Wastewater passes through the medium either upward (upflow) or downward (downflow), and the biofilm degrades organic compounds as the water contacts the surface. Because the biomass is fixed, the system retains microorganisms effectively even at short hydraulic retention times, making it suitable for dilute or variable wastewater streams.
Anaerobic filters are robust and relatively simple to operate, but they can be prone to clogging at high suspended solids loads. They are often used in combination with UASB reactors – the UASB providing primary treatment for bulk organic removal and biogas production, followed by an anaerobic filter for polishing the effluent and capturing remaining organics.
Expanded granular sludge bed (EGSB) and other advanced anaerobic systems
As a further evolution of the UASB design, the expanded granular sludge bed (EGSB) reactor operates at much higher upflow velocities – keeping sludge granules in a more expanded, fluidised state. This improves contact between wastewater and the microbial granules, enabling higher loading rates of 15-30 kg COD/mยณ/day compared to 10-15 kg COD/mยณ/day for standard UASB systems. EGSB reactors are particularly suited to dilute wastewaters where high flow rates are needed to achieve adequate mixing. The EGSB is largely a closed system, which minimises odour nuisance and the risk of corrosion – a practical advantage in industrial settings.
More recently, anaerobic membrane bioreactors (AnMBR) have emerged as a technology that combines anaerobic digestion with membrane filtration, improving effluent quality while maximising renewable energy output. AnMBR systems can treat complex and high-strength waste streams while producing nutrient-rich effluent suitable for agricultural reuse – aligning wastewater treatment with circular economy goals. The main challenge remains membrane fouling under anaerobic conditions, which researchers are actively working to overcome through improved reactor design and membrane materials.
Choosing the right approach: aerobic vs. anaerobic
No single technology suits every situation. Activated sludge and trickling filters remain the default choice for municipal wastewater treatment, where reliable pathogen removal and consistent effluent quality are the primary goals. MBR systems are increasingly chosen where space is limited or where high-quality reusable effluent is essential. Anaerobic methods shine where the wastewater has high organic strength – such as food processing, brewery, or agro-industrial effluent – and where energy recovery from biogas is a strategic priority.
Increasingly, modern wastewater treatment plants are hybrid systems, combining aerobic and anaerobic stages, or integrating biological treatment with membrane filtration, to extract the best performance from each technology. This integrated approach reflects a broader shift in thinking: wastewater is no longer just a problem to be managed – it is a resource containing energy, nutrients, and recoverable water.
What do you think? As water scarcity becomes a growing concern globally, should anaerobic treatment and biogas recovery become standard components of all large-scale wastewater treatment plants? And with MBR technology producing effluent clean enough for reuse, how far should policymakers push for treated wastewater to supplement freshwater supplies in water-stressed regions?
References
- https://www.britannica.com/technology/wastewater-treatment/Primary-treatment
- https://water.mecc.edu/courses/Env149/lesson15_print.htm
- https://www.brentwoodindustries.com/resources/learning-center/water-wastewater/optimizing-performance-with-combined-trickling-filter-and-activated-sludge-processes/
- https://www.pcimembranes.com/articles/membrane-bioreactors-mbr-for-wastewater-treatment/
- https://pmc.ncbi.nlm.nih.gov/articles/PMC9965322/
- https://sevenseaswater.com/differences-between-mbr-and-activated-sludge/
- https://en.wikipedia.org/wiki/Upflow_anaerobic_sludge_blanket_digestion
- https://www.sciencedirect.com/topics/engineering/upflow-anaerobic-sludge-blanket-reactor
- https://pmc.ncbi.nlm.nih.gov/articles/PMC9420492/
- https://www.waterleau.com/en/technologies/biotim-uasb-biogas-from-wastewater
- https://www.sciencedirect.com/science/article/abs/pii/S138589472303053X
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