A State-of-the-Art Review on SARS-CoV-2 Virus Removal Using Different Wastewater Treatment Strategies
Abstract
:1. Introduction
2. Review Methodology
3. Detection Protocol of SARS-CoV-2 RNA in Water Matrices
4. Status of SARS-CoV-2 RNA in Sewage
4.1. Comparison of Different Titers of SARS-CoV-2 RNA in Sewage
4.2. Possible Fate of COVID-19 RNA after Ingestion
5. Wastewater Treatment Methods to Eliminate the SARS-CoV-2 RNA
5.1. Need of Wastewater Treatment
5.2. Membrane-Based Technologies
5.2.1. Polymeric Membrane
5.2.2. Ceramic Membrane
5.2.3. Membrane Bioreactor (MBR)
5.3. Disinfection-Based Strategies
5.3.1. Chlorine-Based Disinfectants
5.3.2. Ultraviolet Radiation/Solar-Assisted Inactivation
5.3.3. Ozonation
5.3.4. Hydrogen Peroxide
5.3.5. Nanomaterials and Photocatalysis
5.3.6. Pond/Algal Systems
5.3.7. Advanced Oxidation Processes (AOPs)
6. Conclusions and Recommendations
- To establish a standard method for reducing the volume to obtain the highest possible amount of RNA.
- The regular chlorination of wastewater treatment plants can inactivate a broad range of viruses and SARS-CoV-2, but the legal dose should be considered because of its side effects.
- To evaluate the degree of contamination in raw agricultural food products when reusing water for irrigation.
- Hospitals should immediately adopt advanced progressive technologies to manage the epidemiology of SARS-CoV-2 through quick approval. Wastewater surveillance of disease-causing agents in hospitals, thus, is to be urgently established, where the disinfectant rule could be easily implemented.
- In low-sanitation nations, decentralized wastewater treatment systems should be improved. Furthermore, chlorination, before the wastewater is discharged into rivers and thus, into the ocean, is the easiest possible method.
- Future work must focus on implementing the selected actions for the treatment of the wastewater released from the COVID-19 hospitals and self-quarantine centers to better regulate future waves of SARS-CoV-2.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Location | COVID-19 Prevalence (per 100,000) | SARS-CoV-2 Nucleic Acid Concentration in Wastewater (RNA Copies/mL) | Sources of Sample/Month of Sampling | Total Samples (% Positive) | Genes of SARS CoV-2 Targeted for Detection | Methods for Concentration | Ref. |
---|---|---|---|---|---|---|---|
Ourense (Spain) | - | - | WWTP /April 2020 | 5 (100) | N, E, RdRP | Ultrafiltration | [5] |
Buenos Aires (Argentina) | - | CT value 32–40 | Raw surface water/June–September 2020 | Not Available | N1, N2 | PEG concentration | [27] |
Pakistan | - | - | Wastewater/March–April 2020 | 78 (27) | ORF 1ab, N | PEG concentration | [28] |
Calgary (Canada) | - | 0.5 to 11,015.2 | Wastewater/August–December 2020 | 60 (2) | N1, N2, E | 5 μm PVDF filtration, 70% EtOH treatment followed by 4S-silica column for concentration | [29] |
Toledo (USA) | 9–110.6 | WWTP/July 2020 | 60 (2) | N1 | PEG concentration | [15] | |
Slovenia | - | 29.65 to 38.12 Cq Up to 10,000 | WWTP/June 2020 | 15 (66.7) | E and RdRP | Ultracentrifugation | [30] |
Istanbul (Turkey) | - | 9.33 × 104 | WWTP/April 2020 | 9 (77.8) | RdRp | Ultracentrifugation, PEG8000- adsorption electronegative | [31] |
Netherlands | 0.1–100 | 2 × 103–2.2 × 106 | Untreated wastewater/February–March 2020 | 24 (58.3) | N, E | Ultrafiltration | [32] |
BneiBrak (Israel) | 366–1001 | - | Untreated wastewater/April 2020 | 26 (38.5) | E-sarbeco | Primary: PEG or Alum; precipitation; secondary: Amicon ultrafiltration | [33] |
Murcia (Spain) | 8.5–129 | 1 × 105–3.4 × 105 <2.5 × 104 | Untreated Treated wastewater/March–April 2020 | 42 (83.3) 18 (11.1) | N | Aluminum hydroxide adsorption-precipitation | [34] |
Montpellier (France) | 8 | 1–78 | WWTP/May–July 2020 | - | N1, N3 | Concentration | [35] |
Czech Republic | 24–561 | Cq 34–40 | WWTP/April–June 2020 | 112 (11.6) | - | Flocculation- centrifugation | [36] |
Utah (USA) | 2.4–16 | 0.023–1.04 | WWTP/April–May 2020 | 126 (61) | N1, N2 | Centrifuged-electronegative | [20] |
Wuhan (China) | - | - | WWTP/January 2020 | 4 (0) | ORF 1, N | PEG precipitation of centrifugation supernatant | [26] |
Milan and Rome (Italy) | - | Not detected | WWTP/February–April 2020 | 12 (50) | ORF1 ab | Polyethylene glycol (PEG) and dextran (DEX) or PEG-dextran | [37] |
Southern Louisiana (USA) | - | 3.1–7.5 | WWTP/January–April 2020 | 7 (28.6) | ORF 1a, S | Ultrafiltration and adsorption eluting using electronegative membrane | [38] |
Yamanashi (Japan) | 4.4 | 2.4 | WWTP/ March and May 2020 | 5 (0) | N | Electronegative membrane direction RNA exaction; ultrafiltration | [7] |
Southeast Queensland (Australia) | - | 1.9 × 101–1.2 × 102 | WWTP/March–April 2020 | 9 (22.2) | N | Electronegative membrane direct RNA exaction; ultrafiltration | [39] |
Tehran, Qom and Anzali (Iran) | - | - | Treated & untreated wastewater | 24 (58.34) | ORF 1 ab, N | PEG 6000 | [22] |
Doha (Qatar) | - | 7889 ± 1421– 542,056 ± 25,775 copy/L | WWTP/June–August 2020 | 43 (100) | N | PEG | [24] |
Pakistan | - | - | WWTP | 78 (26.9) | ORF 1a | PEG/dextran precipitation of centrifuged supernatant | [40] |
Paris (France) | 0–2000 | 50–3 × 103 | WWTP/March–April 2020 | 23 (100) | RdRP, E | Ultracentrifugation | [25] |
Ottawa and Gatineau (Canada) | 4.8–57.3 | 1.7–380 | WWTP/April–May 2020 | - | N1, N2 | PEG precipitation | [41] |
Arizona (USA) | 10.4–993 | Wastewater/August–November 2020 | - | N1, N2 | Ultrafiltration | [18] | |
Belgrade (Serbia) | - | 5.97 × 103–1.32 × 104 | River water/December 2020 | - | N1, N2, E | Ultracentrifugation | [42] |
Japan | - | 4.4 × 104 | Untreated wastewater/March–May 2020 | 17 (41.2) | N2, N3, NIID_2019- nCoV_N | PEG precipitation | [43] |
Metropolitan region (Japan) | - | 0.16–13 | Manhole and WWTP/June–August 2020 | - | N1, N2 | PEG precipitation | [44] |
Santa Catalina (Brazil) | - | 6.3 × 105 | WWTP/October 2019–March 2020 | - | N1, S, RdRp | PEG precipitation | [45] |
Ahmedabad (India) | 1000–2700 | 0.78 × 102–8.05 × 102 | Untreated wastewater/May 2020 | 19 (57.89) | ORF1ab, N, S, E | PEG precipitation, Adsorption | [46] |
Frankfurt (Germany) | - | 4 × 1011–1 × 1015 | WWTP/April | 2 (100) | N, S, ORF 1ab | Electronegative membrane filter | [23] |
Valencia (Spain) | - | 104–105 | Untreated Treated wastewater/ February–April 2020 | 15 (80) 9 (0) | N | Aluminum flocculation-beef exact precipitation | [47] |
Niteroi (Brazil) | 51 | 4.9–8.5 | WWTP/April–August 2020 | 12 (41.67) | N1, N2, N3 | Ultracentrifugation | [48] |
Milan, Turin, and Bologna (Italy) | - | 5.6 × 104 | WWTP/October 2019–February 2020 | 40 (37.5) | ORF1 ab | Dextran and polyethylene glycol, chloroform, centrifugation | [49] |
Michigan (USA) | - | 104–105 | WWTP/April–May 2020 | 54 (100) | ORF, E, N | NanoCeram filter cartridge | [19] |
Massachusetts (USA) | 26 | 57–303 | Untreated wastewater/March 2020 | 2 (100) | N1, N2, N3 | Polyethylene glycol-8000 (PEG 8000) | [21] |
The United Arab Emirates (UAE) | - | 7.50 × 102–3.40 × 104 | Treated & untreated WWTP/May and June 2020 | 36 (77.8) | RdRP | Ultrafiltration columns, and PEG/TRIzol | [50] |
Disinfection-Based Strategy | Treatment Technology | Crucial Details | Inactivation Ratio | Ref. | |
---|---|---|---|---|---|
Chlorine-containing disinfectant | Sodium hypochlorite (NaClO) | 6700 g m−3 | Contact time = 1.5 h V = 60 to 200 m3 | Complete removal | [26] |
UV inactivation | UV254 | An improved model to predict SARS-CoV-2 inactivation | UV dose of 3 mJ cm2 without attenuation in water | 2-log reduction | [129] |
AOPs | Effervescent ferrate (VI)-based tablets | Initial concentration of 6400 copy L−1 | Three different tablets: -Pure potassium ferrate of 125 mg -mass ratio 1:2:1 of potassium ferrate: citric acid, anhydrous: sodium hydrogen carbonate -mass ratio 1:4:1 of potassium ferrate: sodium dihydrogen phosphate: sodium hydrogen carbonate | -100% RNA removal -80–100% RNA removal -70–94% RNA removal | [145] |
AOPs | Electrochemical oxidation | NiOOH as anode catalyst Na2CO3 as electrolyte | -Voltage of 5 V and time of 5 min -Voltage of 5 V and time of 30 s | -99.99% -95% | [143] |
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Paital, B.; Das, K.; Malekdar, F.; Sandoval, M.A.; Niaragh, E.K.; Frontistis, Z.; Behera, T.R.; Balacco, G.; Sangkham, S.; Hati, A.K.; et al. A State-of-the-Art Review on SARS-CoV-2 Virus Removal Using Different Wastewater Treatment Strategies. Environments 2022, 9, 110. https://doi.org/10.3390/environments9090110
Paital B, Das K, Malekdar F, Sandoval MA, Niaragh EK, Frontistis Z, Behera TR, Balacco G, Sangkham S, Hati AK, et al. A State-of-the-Art Review on SARS-CoV-2 Virus Removal Using Different Wastewater Treatment Strategies. Environments. 2022; 9(9):110. https://doi.org/10.3390/environments9090110
Chicago/Turabian StylePaital, Biswaranjan, Kajari Das, Fatemeh Malekdar, Miguel A. Sandoval, Elnaz Karamati Niaragh, Zacharias Frontistis, Tapas Ranjan Behera, Gabriella Balacco, Sarawut Sangkham, Akshaya Kumar Hati, and et al. 2022. "A State-of-the-Art Review on SARS-CoV-2 Virus Removal Using Different Wastewater Treatment Strategies" Environments 9, no. 9: 110. https://doi.org/10.3390/environments9090110