Pharmaceutical Wastewater as an Emerging Environmental Contaminant: Sustainable Treatment Strategies and Future Perspectives
Abstract
1. Introduction
2. Sources of Pharmaceutical Contaminants
2.1. Pharmaceuticals Related to Human
2.2. Pharmaceuticals Related to Animals
3. Effects of Pharmaceutical Contaminants
4. Wastewater Treatment
4.1. Physical Processes for Removal of Pharmaceutical Contaminants
4.1.1. Adsorption
4.1.2. Membrane Filtration
Nano-Filtration (NF)
Microfiltration
Ultrafiltration (UF)
4.1.3. Reverse Osmosis (RO)
4.1.4. Forward Osmosis (FO)
4.2. Biological Processes for Removal of Pharmaceutical Contaminants
4.2.1. Aerobic and Anaerobic Treatment
4.2.2. Bacteria and Microalgae
4.2.3. Constructed Wetland (CW)
4.3. Advanced Oxidation Process (AOP)
4.3.1. Photolysis
4.3.2. Photo-Fenton
4.3.3. Photocatalysis
4.3.4. Ozonation
4.4. Hybrid Processes for Pharmaceutical Contaminants Removal
4.4.1. Hybrid AOP Techniques
4.4.2. Hybrid Biological Technology
4.4.3. Cost Comparison of Various Treatment Methods
5. Conclusions and Future Scope
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
| AC | Activated carbon |
| AOP | Advanced oxidation process |
| BOD | Biological oxygen demand |
| COD | Chemical oxygen demand |
| CW | Constructed wetland |
| EDC | Endocrine-disrupting compounds |
| FO | Forward osmosis |
| MBR | Membrane bioreactor |
| MF | Microfiltration |
| MOF | Metal–organic framework |
| NF | Nanofiltration |
| NSAID | Nonsteroidal anti-inflammatory drugs |
| RBC | Rotating biological contactor |
| RO | Reverse osmosis |
| UF | Ultrafiltration |
| WWTP | Wastewater treatment plant |
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| Technique | Target Pollutant | Initial Concentration | Reaction Time (RT)/Hydraulic Retention Time (HRT) | System Scale | Matrix Type | Remarks | Removal Efficiency | References |
|---|---|---|---|---|---|---|---|---|
| Biological | ||||||||
| Anaerobic baffled reactor | Ampicillin | 3.5 mg/L | 2.5 days | Lab-scale | Real wastewater | pH—6.8 | 42.1% | [69] |
| Anaerobic baffled reactor | Aureomycin | 4.6 mg/L | 2.5 days | Lab-scale | Real wastewater | pH—6.6 | 31.3% | [69] |
| Activated sludge process | Acetamenofen | 7460 ng/L | 10 h | Actual treatment plant | Real wastewater | - | 99.9% | [70] |
| Activated sludge process | Naproxen | 2584 ng/L | 10 h | Actual treatment plant | Real wastewater | - | 95.7% | [70] |
| Aerobic submerged MBR + sponge-plastic biocarriers | Sulfadiazine | 5 µg/L | 12 h | Lab-scale | Synthetic wastewater | SRT—45 days | 91% | [71] |
| Sulfamethoxazole | 5 µg/L | 12 h | 88% | |||||
| Anaerobic bioreactors | Tetracyclines | 300 µg/L | 120 h | Lab-scale | Synthetic wastewater | - | >90% | [72] |
| Biofilm membrane bioreactor | Sulfonamide | 8.21 | 1–2 days | Lab-scale | Real wastewater | - | 98.8% | [73] |
| Fungal membrane bioreactor | Diclofenac | 345 110 µg/L | 2 days | Lab-scale | Synthetic wastewater | - | 55% | [74] |
| Bisphenol A | 475 25 µg/L | 2 days | 80–90% | |||||
| AOP | ||||||||
| UV-A-LED Photo-Fenton | Antipyrine | 50 mg/L | 60 min | Lab-scale | Synthetic wastewater | - | 93% | [75] |
| UV-C/H2O2 | ciprofloxacin | 100 µg/L | 60 min | Pilot-scale | Synthetic wastewater | >99 | [76] | |
| Sulfamethoxazole | 100 µg/L | 60 min | >99 | |||||
| Sludge Ozonation | Tetracyclines | 100 µg/L | Lab-scale | Synthetic wastewater | 86.4–93.6% | [77] | ||
| Azithromycin | 100 µg/L | |||||||
| Microbial Electro-Fenton | Tylosin, Tetracycline, Sulfaquinoxaline | 24 h | Lab-scale | Synthetic wastewater | 93.5 ± 1.3 94.1 ± 1.3 94.4 ± 1.5 | [78] | ||
| Photocatalysis | Imipenem | 500 µg/L | 60 min | Lab-scale | River water | 75% | [79] | |
| Meropenem | 50 µg/L | 45 min | 75% | |||||
| Ozonation | Ketoprofen | 106.8 ng/L | 15 min | Pilot-scale | Synthetic wastewater | O3—9 mg/L | 99% | [80] |
| Atenolol | 23.9 ng/L | 15 min | O3—3 mg/L | 100% | ||||
| Primidone | 21.3 ng/L | 15 min | O3—9 mg/L | 92% | ||||
| Ozonation | Tetracycline | 50 mg/L | 60 min | Lab-scale | Synthetic wastewater | 99% | [81] | |
| Fenton oxidation reaction | Sulfonamide | 100 µg/L | 120 min | Lab-scale | Real wastewater | pH—6.0 H2O2—2.9 mM | 74% | [82] |
| Ozonation | Sulfonamide | 1000 µg/L | 35 min | Lab-scale | Synthetic wastewater | > 99.9% | [83] | |
| Heterogeneous Electro-Fenton | Amoxicillin | 20 mg/L | 60 min | Lab-scale | Synthetic wastewater | nano Fe3O4 Catalyst | 98% | [84] |
| Physical | ||||||||
| Microfiltration Membrane | Triclosan, Acetaminophen Ibuprofen | 1 mg/L | 120 min | Lab-scale | Synthetic wastewater | 10–95% | [85] | |
| Adsorption (Activated Carbon) | Diclofenac | 10–50 mg/L. | upto 210 min | Lab-scale | Synthetic wastewater | Adsorption capacity 178.9 mg/g | ~99% | [86] |
| Ultrafiltration Carbon-polymeric membranes | Diclofenac Paracetamol Metronidazole | 10 ppm | 60 min | Lab-scale | Synthetic wastewater | MC 0.5 * PAC 2.5 ** | 50.44% 41.57% 36.20% | [87] |
| Adsorption (Activated Carbon) | Sulfamethoxazole | 100 mg/L | 120 h | Lab-scale | Synthetic wastewater | Adsorption capacity 417 mg/g | >99.9% | [88] |
| Adsorption (Metal oxides) | Sodium Diclofenac | 50 mg/L | 60 min | Lab-scale | Synthetic wastewater | C-Zn | 76.5% | [89] |
| Adsorption (Activated Carbon) | Carbamazepine | 50 mg/L | 60 min | Lab-scale | Municipal wastewater | Adsorption capacity 182.9 mg/g | 93% | [90] |
| Nanofiltration | Diclofenac Ibuprofen Paracetamol | 100 mg/L | 60 min | Pilot-scale | Synthetic wastewater | - | 99.7% 81.2% 49% | [91] |
| Adsorption (Granular activated carbon) | 17-estradiol17 ethinylestradiol Bisphenol A | 100 mg/L | 60 min | Pilot-scale | Synthetic wastewater | Adsorption capacity 4.01 mg/g 2.97 mg/g 16.26 mg/g | 96.98% 97.05% 96.21% | [92] |
| Adsorption (Tea leaves) | 17-estradiol17 ethinylestradiol Bisphenol A | 100 mg/L | 60 min | Pilot-scale | Synthetic wastewater | Adsorption capacity 3.46 mg/g 2.44 mg/g 18.35 mg/g | 95.75%, 95.25% 96.19% | [92] |
| Reverse osmosis | Ciprofloxacin | 500 µg/L | 180 min | Pilot-scale | Synthetic wastewater | 99.7% | [93] | |
| 200 µg/L | 98.3% | |||||||
| 50 µg/L | 97.8% | |||||||
| Hybrid | ||||||||
| Photocatalytic membrane (T-PS) | Diclofenac | 10 µM | 24 h | Pilot-scale | Synthetic wastewater | 93% | [94] | |
| 17 ethinylestradiol | 10 µM | 24 h | 96% | |||||
| Metal–organic frameworks with ultrafiltration hybrid systems (MOF-UF) | Ibuprofen | 50 mg/L | 2 h | Pilot-scale | Synthetic wastewater | pH—11 | 57.9% | [95] |
| 17 ethinylestradiol | 50 mg/L | 2 h | 72.2% | |||||
| Forward osmosis membrane bioreactor | Carbamazepine | 50 µg/L | 9 h | Lab-scale | Synthetic wastewater | 88.20–94.45% | [23] | |
| 100 µg/L | ||||||||
| 200 µg/L | ||||||||
| Photocatalytic membrane reactor | Diclofenac | 0.12, 0.61 and 8.85 mg/L | 30 min | Pilot-scale | Real wastewater | 56–100% | [96] | |
| 60 min | ||||||||
| Treatment Category | Process | Mechanism/Role in Removal | Advantages | Limitations | Practical Applicability | References |
|---|---|---|---|---|---|---|
| Physical | Activated carbon adsorption | Physical adsorption of hydrophobic and moderately polar pharmaceuticals via surface interaction | High removal efficiency for many pharmaceuticals; simple operation; widely available | Saturation and regeneration requirements; high operational cost for spent carbon handling | Effective as a polishing step for antibiotics, hormones and analgesics | [217] |
| Chemical | Chemical oxidation | Chemical transformation of organics into smaller/less toxic compounds | Applicable to a broad contaminant spectrum; improves biodegradability | Sludge/by-product formation; chemical consumption; incomplete mineralization risk | Suitable as a pre-treatment or partial oxidation step | [217] |
| Coagulation– precipitation | Charge neutralization and floc formation for particulate-bound contaminants | Low capital cost; simple operation; fast kinetics | Less effective for dissolved micropollutants; sludge management issue | Primarily for turbidity, colloids, and partial COD reduction | [217,218] | |
| Sodium hypochlorite oxidation | Oxidative chlorination of organic compounds | Effective disinfection; partial oxidation of organics | Formation of toxic chlorinated by-products; high chemical cost | Limited use due to environmental concerns | [219] | |
| Biological | Aerobic treatment (activated sludge) | Microbial biodegradation under oxygen-rich conditions | Effective for bulk COD and colour removal; well-established | Poor removal of recalcitrant pharmaceuticals; long HRT | Core municipal and industrial treatment step | [217] |
| Anaerobic treatment | Anaerobic biodegradation producing biogas | Energy recovery potential; tolerant to high-strength wastewater | Long start-up/acclimation; limited micropollutant degradation | Suitable for high organic load pre-treatment | [220] | |
| Advanced oxidation processes (AOPs) | Ozonation | Oxidative breakdown via ozone and radical formation | No sludge generation; effective for many micropollutants | Short ozone half-life; energy demand; incomplete mineralization possible | Strong polishing step for pharmaceuticals and endocrine disruptors | [221] |
| Irradiation (UV/ionizing) | Radical generation via high-energy radiation | Broad-spectrum oxidation; effective degradation of resistant compounds | High energy demand; scalability limitations | Mostly pilot-scale or specialized applications | [221] | |
| Photocatalysis | Light-activated catalyst generates reactive radicals | Simultaneous removal of organic/inorganic pollutants; low secondary waste | Slow kinetics; limited large-scale implementation | Emerging technology for niche applications | [222] |
| Method | COD Reduction (%) | Total Treatment Cost (USD/m3) | Reference |
|---|---|---|---|
| AOP | 40–50 | 22.46 | [148] |
| AOP + RBC | 20–45 | 14.00 | [148] |
| DIP | 60–80 | 59.00 | [148] |
| Catalytic wet air oxidation | 70 | 6.67 | [223] |
| Fenton | 99.7 | 0.852 | [223] |
| Photo-Fenton | 95 | 10.36 | [223] |
| E-beam | 48.1 | 0.67 | [224] |
| Activated sludge | 60.1 | 0.70 | [224] |
| E-beam + H2O2 | 89 | 11.48 | [224] |
| Membrane bioreactor | >99.5 | 37.7–69.5 | [225] |
| Direct contact membrane distillation | 80 | 1.37 | [226] |
| Nanofiltration | 70 | 0.63 | [226,227] |
| Coagulation precipitation + MBR | 96.6–98.3 | 0.25 | [201] |
| Hydrolytic acidification + A/O + MBR | 87.5–91.6 | 0.11 | [201] |
| UF+ RO+ triple effect evaporation | >99.5 | 5.51–6.48 | [201] |
| Biochemical treatment + UF+ RO+ ion exchange | >90% | 0.63 | [201] |
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Singh, D.; Kushwaha, J.; Shankar, R.; Singh, S.; Mishra, V.; Singh, D.; Mishra, A.; Singhania, R.R.; Patel, A.K.; Giri, B.S. Pharmaceutical Wastewater as an Emerging Environmental Contaminant: Sustainable Treatment Strategies and Future Perspectives. Bioengineering 2026, 13, 540. https://doi.org/10.3390/bioengineering13050540
Singh D, Kushwaha J, Shankar R, Singh S, Mishra V, Singh D, Mishra A, Singhania RR, Patel AK, Giri BS. Pharmaceutical Wastewater as an Emerging Environmental Contaminant: Sustainable Treatment Strategies and Future Perspectives. Bioengineering. 2026; 13(5):540. https://doi.org/10.3390/bioengineering13050540
Chicago/Turabian StyleSingh, Dhananjay, Jyoti Kushwaha, Ravi Shankar, Sunita Singh, Vinay Mishra, Deepak Singh, Anshuman Mishra, Reeta Rani Singhania, Anil Kumar Patel, and Balendu Shekher Giri. 2026. "Pharmaceutical Wastewater as an Emerging Environmental Contaminant: Sustainable Treatment Strategies and Future Perspectives" Bioengineering 13, no. 5: 540. https://doi.org/10.3390/bioengineering13050540
APA StyleSingh, D., Kushwaha, J., Shankar, R., Singh, S., Mishra, V., Singh, D., Mishra, A., Singhania, R. R., Patel, A. K., & Giri, B. S. (2026). Pharmaceutical Wastewater as an Emerging Environmental Contaminant: Sustainable Treatment Strategies and Future Perspectives. Bioengineering, 13(5), 540. https://doi.org/10.3390/bioengineering13050540

