| Literature DB >> 35013682 |
Sevda Jalali Milani1, Gholamreza Nabi Bidhendi1.
Abstract
Due to the prevalence of the COVID-19 outbreak, as well as findings of SARS-CoV-2 RNA in wastewater and the possibility of viral transmission through wastewater, disinfection is required. As a consequence, based on prior investigations, this work initially employed the viral concentration detection technique, followed by the RT-qPCR assay, as the foundation for identifying the SARS-CoV-2 virus in wastewater. After that, the ability and efficacy of chlorine, ozone, and UV disinfection to inactivate the SARS-CoV-2 virus from wastewater were examined. Chlorine disinfection is the most extensively used disinfection technology due to its multiple advantages. With a chlorine dioxide disinfectant dose of 40 mg/L, the SARS-CoV virus is inactivated after 30 min of contact time. On the other hand, ozone is a powerful oxidizer and an effective microbicide that is employed as a disinfectant due to its positive characteristics. After 30 min of exposure to 1000 ppmv ozone, corona pseudoviruses are reduced by 99%. Another common method of disinfection is using ultraviolet radiation, which is usually 253.7 nm suitable for ultraviolet disinfection. At a dose of 1048 mJ/cm2, UVC radiation completely inactivates the SARS-CoV-2 virus. Finally, to evaluate disinfection performance and optimize disinfection strategies to prevent the spread of SARS-CoV-2, this study attempted to investigate the ability to remove and compare the effectiveness of each disinfectant to inactive the SARS-CoV-2 virus from wastewater, summarize studies, and provide future solutions due to the limited availability of integrated resources in this field and the spread of the SARS-CoV-2 virus worldwide. © University of Tehran 2022.Entities:
Keywords: COVID-19; Chlorination; Coronavirus; Outbreak; Ozonation; SARS-CoV-2; UV radiation; Ultraviolet radiation; Wastewater treatment
Year: 2022 PMID: 35013682 PMCID: PMC8733756 DOI: 10.1007/s41742-021-00387-1
Source DB: PubMed Journal: Int J Environ Res ISSN: 1735-6865 Impact factor: 3.229
Advantages and disadvantages of disinfection methods
| Disinfectant | Advantages | Disadvantages |
|---|---|---|
| Chlorine | Easy deployment (Joo and Choi | Harmful and carcinogenic disinfection byproduct formation (Joo and Choi |
| Broad sterilization (Joo and Choi | Temperature-dependent (Kong et al. | |
| Cost-effectiveness (Joo and Choi | Dependent on turbidity (Kong et al. | |
| High efficiency (Joo and Choi | pH dependent (Kong et al. | |
| Ozone | Strong oxidation ability (Thakur et al. | Expensive (Kuzniewski |
| Produce less unwanted by-products (Kong et al. | Increased water acidity (Kuzniewski | |
| Ability to eliminate the color and odor of wastewater (Kong et al. | Has a short half-life (Kuzniewski | |
| An effective microbicide against protozoans, bacteria, and viruses (Teymoorian et al. | Toxic (Kuzniewski | |
| Usually need to be treated with chlorine after disinfection with ozone (Kuzniewski | ||
| Ultraviolet radiation | Formation of no disinfection by-products (Nasseri et al. | Efficiency dependent on suspended particles (García-Espinoza et al. |
| Short retention time (Nasseri et al. | Survive some of the antibiotic-resistant bacteria after ultraviolet disinfection (García-Espinoza et al. | |
| Effective on a wide range of resilient viruses (Nasseri et al. | ||
| Economical (Singh et al. | ||
| Produce hydroxyl radicals (Ibrahim et al. |
Detection of the SARS-CoV-2 virus in different wastewater samples
| Virus | Type of sample | Range of concentration (copies/L) | References |
|---|---|---|---|
| SARS-CoV-2 | Untreated wastewater | 1.9 × 101–1.2 × 102 | Ahmed et al. ( |
| SARS-CoV-2 | Fecal samples | - | Wu et al. ( |
| SARS-CoV-2 | Raw wastewater Sample | 5 × 104 GU/L | Wurtzer et al. ( |
| SARS-CoV-2 | Untreated wastewater | 9.33 × 104 | Kocamemi et al. ( |
| SARS-CoV-2 | Municipal wastewater | 3.1 × 103–7.5 × 103 | Sherchan et al. ( |
| SARS-CoV-2 | Municipal wastewater | 42.7 GC/mL | Green et al. ( |
| SARS-CoV-2 | Untreated wastewater | 1 × 105–3.4 × 105 | Randazzo et al. ( |
| SARS-CoV-2 | Treated wastewater samples of different WWTPs | 101–103 | Tanhaei et al. ( |
| SARS-CoV-2 | Primary and secondary wastewater treatment outlet and sludge | – | Balboa et al. ( |
| SARS-CoV-2 | Primary sludge samples | 1.7 × 106–4.6 × 108 | Peccia et al. ( |