Phosphorus Recovery from Wastewater in the Circular Economy: Focus on Struvite Crystallization
Abstract
1. Introduction
1.1. Review Scope and Approach
1.2. Literature Search and Review Approach
2. Phosphorus in Wastewater: Sources, Forms, and Environmental Impact
3. Conventional Phosphorus Removal and Recovery Technologies
3.1. Enhanced Biological Phosphorus Removal
3.2. Chemical Precipitation
3.3. Phosphorus Recovery from Sewage Sludge and Sludge Ash
3.3.1. Recovery from Sludge Liquors
3.3.2. Phosphorus Recovery from Sewage Sludge Ash
- Wet-chemical leaching.
- Thermochemical recovery.
3.3.3. Integrated Environmental and Economic Considerations
3.4. Limitations of Conventional Phosphorus Removal Approaches
3.5. Summary of Conventional Phosphorus Removal and Recovery Approaches
4. Struvite Crystallization for Phosphorus Recovery
4.1. Chemistry and Fundamental Principles of Struvite Formation
4.2. Factors Influencing Struvite Crystallization
4.3. Electrochemical Phosphorus Recovery and Bio-Electrochemical Systems
4.4. Sources of Struvite Formation in Wastewater Treatment Plants
4.5. Advanced Nutrient Recovery Using Modified Biochars
4.6. Reactor Technologies for Struvite Crystallization
4.7. Advantages and Limitations of Struvite Crystallization
4.8. Thermodynamic and Kinetic Modeling of Struvite Crystallization
5. Environmental and Economic Aspects of Struvite Recovery
5.1. Environmental Benefits and Circular-Economy Relevance
5.2. Economic Feasibility and Cost Drivers
5.3. Life-Cycle Assessment and Sustainability Evaluation
5.4. Regulatory Framework and End-of-Waste Criteria
6. Full-Scale Applications and Commercial Technologies
6.1. Full-Scale Implementation in Wastewater Treatment Plants
6.2. Commercial Struvite Recovery Technologies
6.2.1. Ostara Pearl Process
6.2.2. AirPrex Process
6.2.3. NuReSys Technology
6.2.4. PHOSPAQ Process
6.2.5. Comparison and Selection of Commercial Technologies
6.3. Product Quality and Fertilizer Applications
6.4. Operational Performance and Implementation Challenges
7. Challenges
7.1. Technical Challenges
7.2. Economic Barriers and Cost Sensitivity
7.3. Regulatory Acceptance and Market Integration
8. Research Gaps
8.1. Mainstream Phosphorus Recovery Feasibility
8.2. Long-Term Product Quality and Soil Impact
8.3. Standardization of Product Specifications and Analytical Protocols
8.4. Predictive Modeling and Process Control Under Dynamic Full-Scale Conditions
8.5. Robust TEA/LCA with Uncertainty and Scenario Analysis
8.6. Comparative Evidence Across Recovery Routes and Infrastructure Contexts
9. Future Perspectives
9.1. Intensified Reactors and Hybrid Recovery Trains
9.2. Integration into WRRF Platforms and Multi-Resource Recovery
9.3. Digitalization, Monitoring, and Predictive Control
9.4. Product Certification, Policy Alignment, and Market Expansion
10. Use of Generative AI
11. Conclusions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
| BES | Bioelectrochemical systems |
| CMC | Component Material Category (EU Fertilising Products Regulation) |
| DAP | Diammonium phosphate |
| EBPR | Enhanced biological phosphorus removal |
| EMPC | Economic model predictive control |
| ERDF | European Regional Development Fund |
| FBR | Fluidized bed reactor |
| FPR | Fertilising Products Regulation (Regulation (EU) 2019/1009) |
| GAOs | Glycogen-accumulating organisms |
| IAP | Ionic activity product |
| Ksp | Solubility product constant |
| LCA | Life-cycle assessment |
| MAP | Monoammonium phosphate |
| MEC | Microbial electrolysis cell |
| MFC | Microbial fuel cell |
| PAOs | Polyphosphate-accumulating organisms |
| SSA | Sewage sludge ash |
| STRUBIAS | Struvite, Biochar and Ash-based products |
| TEA | Techno-economic assessment |
| WRRF | Water resource recovery facility |
| WWTP | Wastewater treatment plant |
| S | Supersaturation ratio |
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| Source | Indicative P Concentration (mg/L) | Dominant Phosphorus Forms | Recovery Potential | Typical Recovery Pathways |
|---|---|---|---|---|
| Municipal wastewater (influent) | 4–15 | Orthophosphate, organic phosphorus, and particulate/polyphosphate-associated phosphorus | Moderate (indirect) | EBPR and chemical precipitation for compliance; indirect recovery via sludge line (e.g., struvite crystallization from sidestream liquors) |
| Treated effluent | 0.1–2 | Mainly residual dissolved orthophosphate | Low | Not typically targeted for recovery (low P); discharged after compliance |
| Waste activated sludge (WAS) a | 500–3000 (sludge-associated P; concentration depends on TS content and sampling point) | Sludge-associated organic P, polyphosphates, and inorganic phosphorus | High (indirect) | Anaerobic digestion followed by recovery from P-rich sidestream liquors (e.g., struvite) |
| Sludge dewatering liquor (centrate/filtrate, post-dewatering) | 50–800 | Predominantly dissolved orthophosphate | Very high (direct) | Struvite crystallization; calcium phosphate precipitation |
| Digester supernatant/digestion liquor (pre-dewatering) b | 80–600 | Predominantly dissolved orthophosphate, often accompanied by high ammonium concentrations | Very high (direct) | Struvite crystallization; electrochemical P recovery; chemical precipitation |
| Agro-industrial and livestock wastewater | 20–500 | Organic P and orthophosphate | High | Struvite crystallization (typically after conditioning); biological and chemical recovery routes depending on matrix |
| Industrial wastewater (e.g., food processing and fertilizer production) | 10–1000 c | Orthophosphate and polyphosphates | Moderate to high (case-dependent) | Chemical precipitation; crystallization (often as a sidestream unit); adsorption/ion exchange depending on wastewater chemistry |
| Technology | Core Mechanism | Typical Performance (Indicative) | Recovery Pathway/Potential | Key Advantages | Key Limitations/Constraints |
|---|---|---|---|---|---|
| Enhanced biological phosphorus removal (EBPR) | PAO-mediated P uptake and storage (poly-P) | Effluent P removal: typically high under stable operation (site-dependent) | Indirect: P is concentrated in sludge; recovery requires downstream processing (e.g., sludge liquor release followed by sidestream crystallization) | Lower chemical demand; proven full-scale; reduced mineral sludge production | Sensitive to influent variability (volatile fatty acids (VFA), temperature, SRT); risk of performance deterioration; P mostly ends in sludge without additional recovery step |
| Chemical precipitation | Metal salt dosing (Fe/Al/Ca) → insoluble phosphate formation | Effluent P removal: high and robust across operating conditions | Low (direct): P immobilized in metal-P sludge; reuse/recovery often limited without further treatment | Operationally simple; reliable compliance; rapid response to load changes | Increased sludge production; reduced P bioavailability; higher OPEX/chemical footprint; recovery as fertilizer is constrained |
| Struvite crystallization (sidestream) | Controlled MgNH4PO4·6H2O precipitation (typically from centrate/filtrate) | P recovery from sidestream: typically high when supersaturation is maintained (matrix-dependent) | High (direct): crystalline fertilizer product; scalable with established commercial designs | Produces reusable fertilizer-grade product; mitigates uncontrolled scaling; supports WRRF/circular economy concept | Requires Mg source/dosing; sensitive to Ca2+ competition and organics; needs good solids separation; mainstream recovery remains challenging at low PO4–P |
| Chemical extraction from sludge/wet-chemical leaching | Acid/chemical solubilization of sludge-bound P; purification/precipitation | P extraction: can be high, but strongly dependent on sludge type and process design | Moderate to high: P can be converted into recovered phosphate salts, but often requires multi-step treatment | Enables recovery from existing sludge streams; can target specific product forms | High chemical consumption; complex process trains; secondary liquid residues; potential co-extraction of metals/impurities |
| P recovery from sewage sludge ash (SSA) | Incineration concentrates P in ash; recovery via wet-chemical or thermochemical routes | Potential P yield: high due to P concentration in ash; product quality depends on metal control | High (indirect): recovered phosphates are possible, but usually require dedicated extraction and upgrading infrastructure | High P concentration; potential production of standardized fertilizer materials; compatible with mono-incineration strategies | High energy/infrastructure needs; heavy metal management critical; process complexity varies by route |
| Factor | Typical/Optimal Range (Indicative) | Impact on Recovery Efficiency |
|---|---|---|
| pH | 8.0–9.2 (typically ~8.2–8.8) | Critical |
| Mg2+ availability | Mg:P (molar) = 1.0–1.2 (often slightly above stoichiometric) | Critical |
| PO43− availability | Stream-dependent; sufficient to achieve target supersaturation (higher in sidestream liquors) | High |
| NH4+ availability | Typically non-limiting in digestion/dewatering liquors; adequate NH4+ required | Moderate |
| Supersaturation | Moderate supersaturation preferred (controlled nucleation/growth) | Critical |
| Mixing intensity | Moderate mixing (avoid excessive fines) | High |
| Temperature | 15–35 °C | Moderate |
| Competing ions (Ca2+) | Low Ca2+/low Ca:P ratio preferred | High |
| Seeding material | Often beneficial (improves crystal size and harvestability) | High |
| Technology | Reactor Principle | Typical Target Stream | Reported Performance | Main Operational Advantages | Main Limitations/Implementation Constraints |
|---|---|---|---|---|---|
| Ostara Pearl | Fluidized-bed crystallization | Digester centrate, dewatering liquors, municipal sidestreams | High phosphorus recovery under controlled sidestream conditions; stable long-term full-scale operation reported | Controlled crystal growth; continuous harvesting; strong full-scale validation | Requires sidestream integration, Mg dosing, pH control, and careful supersaturation management |
| AirPrex | Integrated sludge-line crystallization with CO2 stripping and Mg dosing | Digested sludge before dewatering/sludge line | High recovery in sludge-line applications; up to ~85% reported under favorable conditions | Good integration with sludge treatment; reduced downstream scaling; improved dewaterability | Performance depends on sludge-line configuration; less directly comparable to dedicated sidestream FBR systems |
| NuReSys | Controlled crystallization reactor with optimized Mg dosing and pH control | Municipal and industrial sidestreams | Reliable phosphorus recovery under plant-specific operating conditions | Modular design; adaptable to different plant sizes; retrofit-friendly | Product consistency and performance remain site-dependent |
| PHOSPAQ | Integrated biological/chemical nutrient recovery platform that may include struvite precipitation | High-strength industrial wastewaters and selected municipal applications | Configuration-dependent nutrient recovery | Suitable for integrated treatment and recovery in high-strength wastewaters | Less directly comparable to dedicated struvite systems; performance depends strongly on process configuration |
| Property | Struvite (MgNH4PO4·6H2O) | Conventional Phosphate Fertilizers (MAP, DAP) |
|---|---|---|
| Solubility | Moderate solubility; sparingly soluble; dissolution is slower than MAP/DAP (depends on soil pH and conditions) | High water solubility; rapidly dissolving |
| Nutrient composition | Provides P and N with Mg co-nutrient | Primarily provides P and N (typically no Mg) |
| Nutrient release rate | Controlled, gradual release (notably for P) | Rapid nutrient release |
| Leaching/runoff loss potential | Generally lower peak concentrations; reduced loss potential under comparable dosing | Higher loss potential under rapid dissolution and surplus application |
| Environmental footprint | Potentially lower (context-dependent; influenced by Mg source, energy demand, and avoided impacts) | Typically higher due to mining/beneficiation and chemical processing (product- and region-dependent) |
| Circularity/resource origin | Recovered from wastewater sidestreams; supports nutrient recycling | Produced from mined phosphate rock and industrial processing |
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© 2026 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.
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Peeva, G. Phosphorus Recovery from Wastewater in the Circular Economy: Focus on Struvite Crystallization. Biomass 2026, 6, 32. https://doi.org/10.3390/biomass6020032
Peeva G. Phosphorus Recovery from Wastewater in the Circular Economy: Focus on Struvite Crystallization. Biomass. 2026; 6(2):32. https://doi.org/10.3390/biomass6020032
Chicago/Turabian StylePeeva, Gergana. 2026. "Phosphorus Recovery from Wastewater in the Circular Economy: Focus on Struvite Crystallization" Biomass 6, no. 2: 32. https://doi.org/10.3390/biomass6020032
APA StylePeeva, G. (2026). Phosphorus Recovery from Wastewater in the Circular Economy: Focus on Struvite Crystallization. Biomass, 6(2), 32. https://doi.org/10.3390/biomass6020032

