| Literature DB >> 32302908 |
Xu-Rui Hu1, Meng-Fei Han1, Can Wang2, Nan-Yang Yang3, Yong-Chao Wang3, Er-Hong Duan4, Hsing-Cheng Hsi5, Ji-Guang Deng6.
Abstract
Bioaerosols have widely been a concern due to their potential harm to human health caused by the carrying and spreading of harmful microorganisms. Biofiltration has been generally used as a green and effective technology for processing VOCs. However, bioaerosols can be emitted into the atmosphere as secondary pollutants from the biofiltration process. This review presents an overview of bioaerosol emissions from gas bioreactors. The mechanism of bioaerosols production and the effect of biofiltration on bioaerosol emissions were analyzed. The results showed that the bioaerosol emission concentrations were generally exceeded 104 CFU m-3, which would damage to human health. Biomass, inlet gas velocity, moisture content, temperature, and some other factors have significant influences on bioaerosol emissions. Moreover, as a result of the analysis done herein, different inactivation technologies and microbial immobilization of bioaerosols were proposed and evaluated as a potential solution for reducing bioaerosols emissions. The purpose of this paper is to make more people realize the importance of controlling the emissions of bioaerosols in the biofiltration process and to make the treatment of VOCs by biotechnology more environmentally friendly. Additionally, the present work intends to increase people's awareness in regards to the control of bioaerosols, including microbial fragment present in bioaerosols.Entities:
Keywords: Bioaerosol; Biofiltration; Control technology; Emission; Inactivation
Year: 2020 PMID: 32302908 PMCID: PMC7142688 DOI: 10.1016/j.chemosphere.2020.126737
Source DB: PubMed Journal: Chemosphere ISSN: 0045-6535 Impact factor: 7.086
Fig. 1Phenomena involved in the formation and emission of bioaerosol in biofiltration.
Compilation of the literature encompassing bioaerosol emissions from biofltration.
| Types of reactor | Packing materials | Inoculum source | Types of bioaerosol | Outlet Concentration | References |
|---|---|---|---|---|---|
| Full-scale Biofilters | Compost; peat and heather branches; compost and polystyrene particles | Compost | Bacteria and molds | (1) Different Specifications | |
| Biofilter | Coconut fibre/peat, chopped wood/bark and pellets/bark | – | Bacteria and fungi | 7.4 × 103–4.9 × 105 CFU m−3 | |
| Biofiltration | Compost | Compost | |||
| Bioscrubber/biofilter combination | Coke/wood or coconut fibre | Compost | Bacteria (Mesophilic/thermophilic); | Total: 1 × 103–4 × 107 CFU m−3 | |
| Biofilter | Peat or sieved sugarcane bagasse | Autochthonous bacterial consortium or | 1 × 103–4 × 103 CFU m−3 | ||
| Biofilter | Activated carbon and sludge | Compost | Bacteria and fungi | Without reduction device: 4 × 103–1 × 106 CFU m−3 | |
| Novel biofilter | Compost and peat; bentonite, compost and peat; | Compost and peat | Mesophilic bacteria; | Total mesophilic bacteria: 0.3525 × 103–0.72 × 103 CFU m−3 | |
| Ultraviolet-Biofilter | Bamboo | Polluted soil | Without UV: 1.38 × 103 CFU m−3 | ||
| Biofilter (step-feed) | Vermiculite | Pure bacteria | Inlet load (1–16 gm−3): 1.8 × 104 CFU m−3air (average) | ||
| Biofiltration | Vermiculite | Pure bacteria | 1.8 (±0.5) × 103 CFU m−3air (average) | ||
| Biofilter-photoreactor | perlite | – | Fungi | Without photoreactor: 2.4 × 103–8.1 × 104 CFU m−3 | |
| Biofilter | Perlite or Tezontle | Activated sludge | Fungi; Gramnegative bacteria; Gram-positive bacteria | 6.4 × 105–1.3 × 108 cells m−3air (average) | |
| Biofilter | Sawmilled wooden chips | Sewage sludge | – | – | |
| Biofilter | Perlite and ceramic | Activated sludge | Bacteria and fungi | (1)Gas velocity (40–160 m h−1) | |
| FTB(full-scale thermophilic biofilter) | Polyurethane foam cubes | – | Nearly 2.3 × 103 CFU m−3 | ||
| Biofilter | Polyurethane foam cubes | – | Sulfur-oxidizing bacteria (SOB); o-xylene-degrading bacteria (XB); | Total: 262 ± 16–392 ± 38 CFU m−3 (48 CFU m−3 of SOB and 93 CFU m−3 of XB) | |
| Pilot-scale biofilter | Wood chips | – | Bacteria and fungi | ||
| Biofilter-photoreactor | Perlite | Activated sludge | Bacteria and fungi | Bacteria: average 48.90 ± 27.0 × 106 Cellbacteria m−3air with ZnO/Perlite system |
The presence of pathogenic microorganisms in the bioaerosols and the diseases.
| Pathogenic microorganisms | Kingdom | Harm | Reference |
|---|---|---|---|
| Bacteria | Pneumonia | ||
| Bacteria | Tuberculosis | ||
| Bacteria | Abscesses | ||
| Bacteria | Inflammation | ||
| Fungi | Lung damage | ||
| Fungi | Lung damage | ||
| Fungi | Lung damage | ||
| Adenovirus | Virus | Pneumonia | |
| ARGs | Drug resistance | ||
| ARGs | Drug resistance | ||
| ARGs | Drug resistance | ||
| ARGs | Drug resistance | ||
| ARGs | Drug resistance |
ARGs is an abbreviation for antibiotics resistance genes.
Pathogens present in waste disposal that may produce bioaerosols.
| Pathogenic microorganisms | Species | Health impact | Persistence in waste treatment | Infectivity |
|---|---|---|---|---|
| G- | ● | ◐ | ◐ | |
| G+ | ● | ◐ | ◐ | |
| G- | ● | ◐ | ◐ | |
| G- | ● | ○ | ◐ | |
| G- | ● | ○ | ◐ | |
| G- | ● | ○ | ● | |
| G- | ● | ○ | ● | |
| G- | ● | ○ | ● | |
| G- | ● | ○ | ○ | |
| G- | ● | ○ | ○ | |
| G- | ● | ◐ | ◐ | |
| G+ | ◐ | ◐ | ◐ |
(Species: Gram-positive bacteria: G+; Gram-negative bacteria:; Level: High: ●; Moderate: ◐; Low: ○).
Fig. 2The effect of different gas velocities on bioaerosol emission concentration.
Fig. 3The effect of different temperature on bioaerosol emission concentration.
Fig. 4The effect of different moisture content on bioaerosol emission concentration.
Fig. 5A. Schematic diagram of microbial immobilization.(a.Combination method; b. Cross-linking method; c. Grid embedding method; d. Microencapsulation method). 5B. Formation and emission of bioaerosol in the application of embedding in the biofiltration.
Comparison of different bioaerosol control technologies.
| Technology | Effect | Energy consumption | Secondary pollution | Stability | Applicability |
|---|---|---|---|---|---|
| UV | ◐ | ○ | ● | ● | ● |
| PCD | ◐ | ◐ | ○ | ○ | ○ |
| MV | ● | ● | ◐ | ◐ | ○ |
| Plasma | ● | ○ | ● | ○ | ○ |
| O3 | ◐ | ○ | ◐ | ◐ | ● |
| H2O2 | ◐ | ○ | ○ | ◐ | ◐ |
| Filtration | ● | ○ | ◐ | ○ | ● |
●: High level; ◐: Middle level; ○: Low level.
Comparison of energy consumption and the effects of different bioaerosol control technologies.
| Control technologies | Bacteria | Conditions | Inactivation efficiency | EE/O (J m−3) | reference |
|---|---|---|---|---|---|
| UVGI | 10 W (33.1 W m−2) | 12 J m−2 for 1 lg | 4.5 | ||
| 15 W(0.85 W m-2) | 150 s for 1 lg | 16423.36 | |||
| 600 W; V = 2 m3 | 1 s for 0.82 lg | 365.85 | |||
| 30 W; V = 1.8 L | 10 s for 1.92 lg | 86979.16 | |||
| PCD | 16 W TiO2; | 14 s for 0.3 lg | 392982.46 | ||
| 32 W; V = 1.8 L | 18 s for 2.7 lg | 118518.52 | |||
| 24 W TiO2; V = 1 L | 1.4 s for 1.15 lg | 29217.39 | |||
| Bacteria and fungi | 30 W TiO2; V = 3 L | – | – | ||
| Bacteria and fungi | V = 210 mL | – | – | ||
| H2O2 or O3 | H2O2 90.3 mg m−3 | 15 min for 3 lg | 788.08 | ||
| Natural bacteria | 3% H2O2 20 ml m−3 | 60 min for 1.35 lg | 11636.37 | ||
| Natural bacteria | O3 44.81 mg m−3 | 60 min for 1.02 lg | 3953.82 | ||
| Plasma | – | – | |||
| 21 W; V = 1.97 L | 0.69 s for 2.3 lg | 3197.97 | |||
| 100 W; V = 250 L | 10 s for 5 lg | 800 | |||
| 100 W; V = 250 L | 10 s for 3.5 lg | 1142.86 | |||
| 24 W | 0.12 s for 1.8 lg | ||||
| MV | 700 W; V = 1.6 L | 20 s for 4.15 lg | 2108433.73 | ||
| 700 W; V = 21 L | 1.7min for 0.55log | 6181818.18 |
Fig. 6Comparison of EE/O consumption of inactivating bioaerosols by different technologies (where H2O2 and O3 are converted into equivalent electrical energy according to their dosage).