Removal of Complex Wastewater Contaminants
Two Stage Treatment Architecture

Summary

This innovation introduces a two‑stage treatment system that pairs a hybrid biochar–seaweed packed bed with foam fractionation to deliver broad‑spectrum removal of PFAS, metals, organics, dyes, and surfactants at a fraction of the cost of conventional technologies. By using natural, regenerable media and a low‑energy PFAS‑concentration step, the system avoids chemical regeneration, eliminates PFAS‑rich brine, and remains resilient under high‑DOC, high‑variability, and intermittent‑flow conditions where GAC and ion‑exchange resins rapidly fail. Scalable from small communities to industrial outfalls and municipal pre‑treatment, it offers a sustainable, low‑cost, and future‑proof pathway for managing complex contaminants while enabling targeted PFAS destruction on a small, concentrated side‑stream.

Background

PFAS contamination in wastewater poses challenges fundamentally distinct from those encountered in drinking‑water treatment. Complex effluents such as landfill leachate, tannery discharges, electroplating wastewater, and municipal secondary effluent typically contain high levels of dissolved organic carbon, surfactants, dyes, metals, oils, and PFAS precursors. These constituents interfere directly with the mechanisms on which conventional PFAS treatment technologies depend. Consequently, methods that perform well in clean water often fail in wastewater environments, becoming prohibitively expensive or generating secondary waste streams that are difficult to manage. Evidence from recent wastewater‑specific studies confirms that no single technology can reliably remove both long‑chain and short‑chain PFAS under practical operating conditions, underscoring the need for a new, multistage treatment architecture (Wei et al., 2019; Barisci & Suri, 2021; Malovanyy et al., 2023).

Activated carbon remains one of the most widely applied sorbents for PFAS, but its effectiveness in wastewater environments is severely limited. In tannery wastewater, only the highest powdered activated carbon (PAC) dose (300 mg/L) reduced PFAS concentrations below 500 ng/L, a result explicitly attributed to “competition phenomena for adsorption between the organics and the PFASs” (Gottardo et al., 2023). Similarly, in PFOSF washing wastewater, coexisting organics suppressed adsorption of perfluorinated carboxylates, with removal efficiencies following the order PFHxA < PFHpA < PFOA (Du et al., 2015). Full‑scale landfill leachate treatment plants using PAC showed no significant reduction in total PFAS, with reverse osmosis being the only process to achieve 98–99% removal (Chen et al., 2022). Comparative studies further demonstrated that PFAS breakthrough in granular activated carbon (GAC) and anion‑exchange columns occurred up to twenty‑seven times faster in leachate than in groundwater (Malovanyy et al., 2023). In municipal wastewater, small‑scale column tests confirmed that GAC could remove PFAS, but at a cost increase of approximately sixty percent relative to current treatment costs (Mortazavian et al., 2025). Collectively, these findings show that activated carbon is unsuitable as a primary PFAS treatment method in wastewater and should be limited to a polishing role following substantial pretreatment.

Ion‑exchange resins demonstrate high selectivity for PFAS in clean water, but their performance declines sharply in complex wastewater matrices. In chromium‑plating wastewater, pilot‑scale tests revealed markedly different breakthrough behaviours for PFOS and 6:2 FTS in anion‑exchange columns. Notably, “the replacement of 6:2 FTS by PFOS and other coexisting organic substances resulted in the concentrations of 6:2 FTS in the AER effluent reaching up to 3.8 times the influent concentrations” (Jiang et al., 2024). Earlier studies on simulated industrial wastewater showed that sulfate and hexavalent chromium interfered with PFOS sorption due to competitive occupation of exchange sites (Deng et al., 2010). While MIEX GOLD resin achieved high removal efficiencies and successful regeneration in relatively simple matrices (Tamanna et al., 2023), broader reviews of municipal and industrial wastewater conclude that both carbon adsorption and ion exchange are generally ineffective for short‑chain PFAS under real conditions. Furthermore, regeneration produces PFAS‑rich brines that require additional treatment or disposal (Woodard et al., 2018). Ion exchange is therefore unsuitable for full‑flow wastewater treatment and is best applied as a polishing step to small, pre‑concentrated streams.

Membrane technologies such as reverse osmosis (RO) and nanofiltration (NF) achieve high PFAS rejection, but their use in wastewater is limited by fouling and concentrate management. A cross‑sectional study of full‑scale landfill leachate treatment systems found that ponds, aeration tanks, PAC, and sand filtration produced no measurable reductions in total PFAS, whereas RO systems achieved 98–99% removal in the permeate (Chen et al., 2022). However, the resulting concentrate posed significant environmental and operational challenges. Recent work on mixed‑matrix membranes demonstrated that PFAS removal from wastewater can exceed 99% when the support matrix incorporates adsorbing components, though performance was strongly dependent on membrane composition and operating conditions (Zahmatkesh et al., 2024). Reviews of emerging membrane approaches highlight their potential but emphasise that cost, fouling, and concentrate management remain barriers to near‑term deployment (Das & Ronen, 2022). Consequently, membranes are unsuitable as a primary PFAS treatment step in wastewater and are best applied to small volumes of concentrated PFAS waste.

Alternative adsorbents such as biochar and composite materials have gained attention for their low cost and sustainability. Reviews of biochar‑based composites for PFAS removal from wastewater highlight their potential but note that many systems require long contact times and high doses to achieve meaningful removal (Kumar et al., 2025; Chavan et al., 2024). Sewage‑sludge‑derived biochars have demonstrated sorption capacities for PFOA comparable to commercial activated carbon at low concentrations (Katinka et al., 2023), while biosolids‑derived biochar has achieved over 80% removal of long‑chain PFAS from contaminated water (Kundu et al., 2020). However, short‑chain PFAS removal remains consistently low, typically in the range of 19–27% (Kundu et al., 2020). In landfill leachate, construction‑and‑demolition wood biochar achieved at best 29% PFAS reduction in batch tests, and one biochar even produced higher PFAS concentrations in column leachates, illustrating how complex wastewater matrices can undermine promising sorbents (Cerlanek et al., 2024). These findings indicate that biochar is unsuitable as a standalone PFAS treatment technology but may serve as a bulk sorbent for long‑chain PFAS and co‑contaminants in an upstream treatment stage.

Seaweed and algal biomasses do not directly adsorb PFAS, but they are highly effective at removing metals, dyes, surfactants, and other organic pollutants that interfere with PFAS‑specific processes. Reviews of seaweed‑based wastewater treatment highlight promising removal of dyes, nutrients, phenolic compounds, and heavy metals, attributing this to the presence of carboxyl, sulfate, hydroxyl, and amino functional groups on the biomass surface (Arumugam et al., 2018; Znad et al., 2022). Green and red seaweed‑based composites have demonstrated removal of dyes such as Congo Red and crystal violet from aqueous solutions (Hamd et al., 2022; AlSaeedi et al., 2023). These properties make seaweed‑derived media particularly well suited for preconditioning wastewater, reducing the load of co‑contaminants that would otherwise suppress PFAS removal downstream.

Foam fractionation has emerged as one of the most promising PFAS‑specific separation techniques for wastewater. A comparative study of landfill leachate treatment found that powdered activated carbon, granular activated carbon, anion‑exchange resin, nanofiltration, ozonation, and foam fractionation could each achieve more than 75% removal of long‑chain PFAS, though often with high resource consumption. Among these, foam fractionation and anion exchange offered the lowest treatment costs, below one euro per cubic metre for at least 90% reduction of PFOS and PFOA (Malovanyy et al., 2023). Additional studies confirm that PFAS strongly enrich at air–water interfaces and within foam, validating the mechanistic basis for foam‑based separation (Buckley et al., 2023). Foam fractionation is already applied in other wastewater contexts, such as pretreatment to reduce organic load in pharmaceutical effluent (Zhang et al., 2023), demonstrating its compatibility with complex matrices. However, foam fractionation is less effective for short‑chain PFAS, which remain in the aqueous phase and therefore require additional polishing.

Destructive technologies such as electrooxidation, plasma treatment, and advanced oxidation processes can mineralise PFAS but are energy‑intensive and highly sensitive to wastewater chemistry. Reviews of electrochemical PFAS destruction emphasise that these methods are best suited to high‑strength, low‑volume waste streams such as AFFF concentrates, ion‑exchange regenerates, and reverse‑osmosis rejects (Dong et al., 2026). Laboratory and pilot‑scale studies on investigation‑derived waste have demonstrated partial defluorination and significant PFAS removal, but at the scale of hundreds of litres rather than full‑flow wastewater (Yanagida et al., 2022). Plasma‑based destruction has shown similar promise for concentrates but remains impractical for bulk wastewater. These technologies therefore belong at the end of a treatment train, applied to small volumes of concentrated PFAS rather than to raw wastewater.

Taken together, the evidence shows that no single technology can meet the combined requirements of PFAS removal, matrix tolerance, cost‑effectiveness, and operational feasibility in wastewater environments. Activated carbon is limited by competition and cost; ion‑exchange by fouling, competitive displacement, and brine generation; membranes by fouling and concentrate management; biochar by short‑chain PFAS limitations and matrix sensitivity; and destructive technologies by energy demand and scale. Seaweed can remove co‑contaminants but not PFAS, while foam fractionation excels at long‑chain PFAS removal but requires pre‑conditioning and downstream polishing. This collective body of research establishes a clear need for a new, multi‑stage treatment system that separates the functions of bulk contaminant removal, PFAS concentration, and final polishing. A two‑stage process—combining natural media for co‑contaminant and long‑chain PFAS reduction with foam fractionation for PFAS concentration—directly addresses the limitations observed across existing technologies and provides a practical, scalable pathway for PFAS mass reduction in wastewater.

Reactor Design

The treatment system is implemented as a two‑stage process that combines a hybrid biochar–seaweed packed bed for bulk contaminant removal with a foam‑fractionation unit for PFAS‑focused polishing. This configuration reflects the scientific rationale established earlier: wastewater complexity suppresses adsorption and destabilises PFAS‑specific technologies, while PFAS surface activity enables efficient concentration once co‑contaminants have been removed. The reactor design therefore separates the functions of matrix conditioning, long‑chain PFAS removal, and PFAS concentration, allowing each stage to operate under conditions optimised for its mechanism.

Stage 1: Hybrid Biochar–Seaweed Packed Bed Reactor

Purpose: The first stage performs broad‑spectrum contaminant removal and prepares wastewater for PFAS‑specific separation. It targets:

  • Long chain PFAS
  • Metals
  • Dyes
  • Surfactants
  • Dissolved organic matter
  • Hydrophobic organics
  • PFAS precursors

Media Configuration: The packed bed uses a granular biochar matrix blended with fine‑milled seaweed biomass, forming a hybrid sorbent that combines hydrophobic adsorption, electrostatic interactions, and ligand‑binding mechanisms.

  • Granular Biochar (0.5–2.0 mm). Provides the structural backbone and primary hydrophobic adsorption sites. Its aromatic carbon structure and microporosity enable strong interactions with long chain PFAS and hydrophobic organics. High temperature biochars (≥600°C) offer greater microporosity and surface area, improving adsorption capacity. Biochar also maintains porosity and prevents compaction, ensuring stable hydraulic performance.
  • Fine Milled Seaweed Biomass (50–300 µm). Contributes carboxyl, hydroxyl, and sulfate functional groups that bind metals, dyes, and polar organics through ion exchange and complexation. These functional groups bind strongly to co contaminants that would otherwise suppress PFAS removal. The fine particle size maximises functional group exposure without creating colloidal instability, allowing effective integration into the biochar matrix.
  • Blend Ratio: 70–90%Biochar / 10–30% Seaweed. Balances hydraulic conductivity, functional group density, cost, sustainability, and mechanical stability.
  • Layered Bed Structure. Bottom support layer (4–8 mm gravel) for mechanical stability and even flow distribution; Hybrid reactive layer (biochar + seaweed) as the primary adsorption zone; Top protective layer (1–3 mm coarse biochar or sand) to reduce clogging and promote uniform influent distribution.

Hydraulic Operation: Partially Unsaturated Flow. The reactor is operated under controlled partial unsaturation to create air–water interfaces within the media. PFAS accumulate at these interfaces due to their amphiphilic structure.

  • Supporting Evidence: Unsaturated conditions significantly enhance PFAS retention, as demonstrated in biochar amended systems.
  • Operational Targets: Downflow operation for stable wetting patterns; Empty bed contact time (EBCT): 10–60 minutes; Moisture content below full saturation to preserve interfacial area; Low hydraulic loading to maintain partial unsaturation.

Role in the Two‑Stage System. The packed bed:

  • Removes a substantial fraction of long chain PFAS
  • Eliminates metals and organics that inhibit foam formation
  • Reduces surfactant load
  • Stabilises wastewater chemistry
  • Provides a low cost, sustainable primary treatment stage

Stage 2: Foam Fractionation Polishing Unit

Purpose: The second stage provides PFAS‑focused polishing by exploiting the strong tendency of long‑chain PFAS to accumulate at air–water interfaces. Foam fractionation concentrates PFAS into a small foam volume, producing a PFAS‑depleted treated water stream.

Operating Principle
  • Air Injection and Bubble Rise: Fine bubbles introduced at the base of the column create a large interfacial area. PFAS rapidly adsorb to bubble surfaces.
  • Foam Formation and Overflow: Bubbles rise and coalesce into a stable foam layer, which accumulates PFAS. The foam overflows into a collection hood.
  • Foam Collapse and Concentrate Handling: The foam collapses into a small PFAS rich liquid volume, which can be treated with compact GAC/IX, plasma, or electrochemical oxidation.
Column Configuration
  • Vertical foam fractionation column with tall, slender geometry.
  • Fine bubble diffusers to maximise interfacial area.
  • Mid height treated water outlet to avoid foam entrainment.
  • Foam hood and collection vessel for controlled concentrate capture.

Role in the Two‑Stage System. Foam fractionation:

  • Targets residual PFAS, especially long chain species
  • Achieves high removal without large GAC/IX beds
  • Concentrates PFAS into a small volume
  • Enables targeted destruction or polishing
  • Avoids PFAS rich brine generation

Stage 1 removes metals and organics that would otherwise suppress foam formation, while Stage 2 completes the PFAS‑focused separation.

Stage 3 (Optional): Concentrate Polishing or Destruction

The PFAS‑rich concentrate produced by Stage 2 typically represents only 0.1–2% of the original wastewater volume. This small sidestream can be treated using a range of polishing or destructive technologies, including:

  • Compact GAC or ion exchange beds
  • Nanofiltration
  • Electrochemical oxidation
  • Plasma treatment
  • Thermal destruction

Operating Costs

The two‑stage natural‑media treatment system delivers high‑performance PFAS and multi‑contaminant removal at a fraction of the cost of conventional technologies. Its economic advantages arise from three structural features:

  • Natural, low cost media (biochar and seaweed). Avoids the high replacement and regeneration costs associated with GAC and ion exchange resins.
  • Foam fractionation Concentrates. PFAS without generating PFAS rich brines or requiring high pressure membranes.
  • Targeted polishing. Applied only to the small PFAS rich concentrate rather than the full wastewater flow, dramatically reducing operating costs.

Cost Comparison

Savings: Operating costs are approximately 50–70% lower than GAC and IX, and up to 80% lower than membranes.

Implementation Scenarios

The two‑stage natural‑media treatment system—a hybrid biochar–seaweed packed bed followed by foam‑fractionation polishing—is most effective in wastewater environments where contaminant mixtures are complex, budgets are constrained, or operational simplicity is essential. Unlike GAC and ion‑exchange resins, which are optimised for narrow contaminant classes and require specialised regeneration, this system provides broad‑spectrum removal using natural, low‑cost, regenerable media, while the foam‑fractionation stage delivers targeted PFAS polishing without generating large volumes of spent synthetic media.

Ideal Application Contexts

1. Landfill Leachate Treatment

Landfill leachate typically contains high DOC, surfactants, metals, dyes, PFAS precursors, and both long‑chain and short‑chain PFAS. The two‑stage system is well suited because:

  • Stage 1 removes DOC, surfactants, and metals that suppress PFAS removal.
  • Stage 2 concentrates PFAS without producing brine.
  • Optional polishing can achieve near zero PFAS discharge.

2. Industrial Wastewaters with Mixed Contaminants

Industries such as electroplating, textiles, tanneries, and chemical manufacturing produce effluents containing metals, dyes, surfactants, and PFAS precursors. These constituents directly interfere with adsorption and ion‑exchange mechanisms.

The hybrid packed bed is particularly effective here because:

  • Seaweed biomass binds metals and dyes.
  • Biochar captures long chain PFAS and hydrophobic organics.
  • Foam fractionation provides PFAS specific polishing once the matrix is conditioned.

3. Municipal Secondary Effluent

Municipal effluent contains moderate PFAS concentrations but high DOC and variable organic loads. GAC and IX can remove PFAS here, but at high cost.

The two‑stage system offers:

  • Lower OPEX due to natural media
  • Higher resilience to variable influent quality
  • PFAS polishing without large synthetic media beds

4. Small Communities and Decentralised Systems

Small towns, rural utilities, and decentralised facilities often lack:

  • Regeneration infrastructure
  • Brine disposal pathways
  • High pressure membrane systems
  • Specialised operators

The natural‑media system is ideal because:

  • CAPEX is low ($0.3–1.0M for 5,000 m³/day)
  • OPEX is the lowest among PFAS capable systems ($0.05–0.15 per m³)
  • Operation is simple and robust
  • No chemical regeneration or brine handling is required

5. Remote, Resource Limited, or Intermittent Flow Sites

Because the system tolerates intermittent operation and variable influent quality, it is suitable for:

  • Mining camps
  • Military bases
  • Remote industrial sites
  • Temporary installations
  • Emergency response deployments

Natural media do not degrade under idle conditions, and foam fractionation can be cycled on and off without performance loss.

Summary: Conditions Where the System Outperforms Conventional Technologies

The system is most effective in complex, variable, or resource‑limited wastewater environments where conventional PFAS technologies fail due to fouling, competition, cost, or operational complexity. By combining natural media with low‑energy PFAS concentration, the architecture provides a practical, scalable, and future‑proof pathway for PFAS mass reduction across diverse wastewater settings.

Conclusion

The two‑stage natural‑media treatment system represents a practical, scalable, and future‑proof solution for PFAS and complex wastewater contaminants. By combining a hybrid biochar–seaweed packed bed with foam fractionation, the system achieves broad‑spectrum contaminant removal, efficient PFAS concentration, and targeted polishing or destruction — all at significantly lower cost than conventional technologies.

Unlike activated carbon, ion‑exchange resins, or membranes, this architecture avoids the pitfalls of chemical regeneration, PFAS‑laden brines, and full‑flow fouling. Instead, it leverages renewable, regenerable media and low‑energy separation processes to deliver resilient performance under high DOC, variable flows, and complex contaminant mixtures.

Key advantages include:

  • Operating costs 50–70% lower than GAC and IX, and up to 80% lower than membranes.
  • No generation of PFAS rich brines or large volumes of spent synthetic media.
  • Compatibility with decentralized, industrial, and municipal treatment settings.
  • Scalability from small communities to large industrial outfalls.
  • Alignment with circular economy principles through the use of natural, regenerable media.

In summary, this system provides a sustainable and cost‑effective pathway for PFAS mass reduction in wastewater. By separating the functions of bulk contaminant removal, PFAS concentration, and final polishing, it delivers reliable performance where conventional technologies fail. The result is a treatment architecture that is not only technically robust but also economically and environmentally viable — offering communities and industries a future‑ready solution for managing PFAS and complex wastewater contaminants.

References

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