1. Introduction
Bioaerosols are airborne particles with a typical size range of 0.05 to 10 µm, originating from biological sources. Numerous biological components, including bacteria, fungi, viruses, and other elements, such as endotoxins and hazardous chemicals, are present in these particles. Bioaerosols encompass a diverse range of microscopic biological entities and associated substances that can be dispersed in the air [
1].
Various epidemiological studies have linked exposure to bioaerosols to increased rates of respiratory symptoms, respiratory infections, and gastrointestinal illnesses among workers and nearby residents [
2]. The inhalation of bioaerosols is one of the main routes of their transmission, causing respiratory diseases, allergic reactions, and other health issues [
3]. In addition, individuals representing higher-risk groups, such as children, the elderly, and people with pre-existing respiratory conditions, may be more vulnerable to the health effects of exposure to bioaerosols [
4]. In addition to human diseases, the release of bioaerosols into the environment can have ecological impacts, including the transmission of diseases among wildlife and the contamination of water sources.
Bioaerosols emitted by wastewater treatment plants (WWTPs) contain various harmful active substances [
5]. This situation contributes to an illness commonly referred to as “sewage worker’s syndrome” among individuals working at WWTPs [
6]. Several investigations have demonstrated the presence of pathogenic microorganisms in bioaerosols, including bacteria such as
Escherichia coli,
Legionella spp.,
Mycobacterium spp. and
Pseudomonas aeruginosa, as well as viruses such as norovirus and rotavirus. These microorganisms can survive and remain infectious in an aerosolised form, posing a risk to employees and individuals residing in the vicinity of WWTPs [
7]. WWTPs contain various microorganisms that actively contribute to the treatment process. These microbial communities are composed of bacteria, viruses, fungi and other microbes that function together to break down organic matter and remove nutrients and contaminants [
8]. Various levels of wastewater treatment, including primary, secondary and tertiary, have different microbial community compositions [
9], which could also be potentially aerosolised. In general, various activities in wastewater treatment plants, such as aeration, mixing and sludge handling, can generate aerosols that contain microorganisms. The inhalation of these bioaerosols may lead to respiratory infections, allergies and other adverse health effects [
10].
Aerosol formation typically occurs during the disruption of a liquid phase containing microorganisms [
11]. This disruption can be achieved through various mechanisms including bubbling, shaking, vibrating, swirling, vortex and others. Aeration, or the introduction of air into a liquid medium, is intrinsically linked to many processes and plays a crucial role in bioaerosol generation [
12]. For example, the dynamics of aeration in bubbling processes, characterised by the formation of bubbles of varying sizes within the liquid phase, can significantly influence the outcome of the aerosolisation processes. Both large and small bubbles have been identified as having distinct effects on bioaerosol production [
13]. Large bubbles, which are frequently linked to increased gas–liquid mass transfer rates, are essential for capturing and moving microorganisms from the liquid phase into the air. It is easier for microorganisms to be released into the atmosphere when they are transported to the liquid–air interface by these large bubbles as they ascend through the liquid medium [
14]. Conversely, small bubbles contribute to the generation of smaller aerosol particles, which can suspend in the air for extended time periods and enter deeper parts of the human respiratory tract. Smaller aerosol particles may pose a greater risk for human inhalation and subsequent health effects [
15].
In addition to bubble size, previous studies have explored various parameters that affect aerosol formation and behaviour in bubbling processes, such as temperature, the surface tension of the liquid medium, the rotational speed (rpm) of vortex, the use of antifoaming agents as surfactants and the volume of the microbial suspension being processed [
13,
16,
17]. These factors were found to have a significant impact on the aerosolisation process and the characteristics of the resulting bioaerosols.
It should be emphasised that although the volume of literature reporting the results of studies on bubbling processes is quite large, the literature on the study of aerosol release as a result of vortex processes is practically absent. On this basis, the main objective of this project was to address the lack of comprehensive studies investigating the release of bioaerosols from microbial suspensions during vortex under controlled laboratory conditions. The relationships between the vortex aeration dynamics, the properties of the liquid media and the final characteristics of the produced bioaerosol will be investigated. The contribution of key process parameters, including liquid temperature, rotating speed, surface tension and microbial suspension height, towards bioaerosol generation capabilities will be extensively investigated, and recommendations towards the minimisation of the bioaerosol formation rate will be discussed. This research is essential for expanding knowledge about bioaerosol behaviour in such situations and for informing the health and safety measures of employees and adjacent communities regarding their potential release into the environment.
2. Materials and Methods
2.1. Culture Preparation
Experiments were carried out with
Escherichia coli, which are widely distributed in atmospheric and aquatic environments, and Gram-negative coliform bacteria, both indoors and outdoors [
18].
E. coli was shown to be quite sensitive to aerosolisation and other physical and biological stresses [
19]. All details of the microbial preparation procedure could be found in [
13]. In brief, a single colony of an
E. coli bacterial culture (ATCC 11303) was used to inoculate 200 mL of sterile nutrient broth (1.3 g/100 mL) (#CM0001, OXOID Ltd., Basingstoke, Hampshire, UK), followed by shaking at 150 rpm for 18 h at 37 °C. Then, the culture was centrifugated at 7000 rpm for 15 min (Centrifuge model 5810, Eppendorf, Hamburg, Germany), the supernatant was removed from the tube and the remaining cells were resuspended in 200 mL of sterile deionised water. To minimise the presence of bacterial clumps that resulted from the centrifugation, the suspension was treated in a sonic bath for 10 min to loosen potential microbial agglomerates.
2.2. Normalisation of Microbial Suspension
Based on the assumption that the rate of aerosolised microorganisms is highly dependent on the concentration of the microbial suspension, for the consistency of all the experimental results, the microbial suspension concentration of exactly 107 CFU/mL was selected for the entire experimental procedure (within 5% inter-batch discrepancy). To ensure that such a concentration was provided for all experimental runs, the following simple procedure was employed. First, it ought to be noticed that this number was selected as the concentration after overnight bacterial harvesting always varied between 7.8 × 107 and 1.2 × 108 CFU/mL and could be diluted to produce one litre of microbial suspension with the bacterial concentration of 107 CFU/mL. On completion of the 18 h microbial harvesting procedure described above, a sample of the microbial suspension (1 mL) was collected, and the remaining liquid was refrigerated and stored overnight at 4 °C. The sample was 10-fold diluted with sterile water, and a 100 µL aliquot of an appropriate dilution was spread onto the surface of the nutrient agar plates (#CM0003B, OXOID Ltd., Basingstoke, Hampshire, UK). Then, the plates were incubated at 37 °C overnight with the following counting colonies by a colony counter (Biolab, Clayton, VIC, Australia). Based on the counting results, one litre of the suspension with the bacterial concentration of exactly 107 CFU/mL was produced by diluting the original suspension, providing the integrity of all experimental runs. Upon completion of the experiments, the concentration was re-checked by the same procedure to ensure that no significant microbial inactivation occurred during the experimental runs. The difference in the results was always within 5%, which could certainly be taken as acceptable.
2.3. Experimental Setup
The laboratory setup is shown in
Figure 1. It consists of a heat-resistant cylindrical glass vessel located at the bottom of the plant and a transparent plastic top equipped with a specially designed holder capable of accommodating a single-stage 400-hole BioStage impactor (SKC Ltd., Eighty Four, PA, USA). The plastic top was made to fit tightly onto the glass cylinder. A series of holes were strategically located around the periphery of the plastic part approximately 30 mm above the liquid level. They were used as make-up air supply inlets, ensuring smooth device operation at the required level of 28.3 L/min, and they played an important role in aerosol transportation to the impactor. The air flow was generated by a BioLite+ vacuum pump (SKC Ltd., Eighty-Four, PA, USA). Most of the experiments were undertaken by using 100 mm diameter vessel; however, for the final series of the experiments, a 140 mm vessel of similar height was used.
Two magnetic bar stirrers, including a long (50 mm) and short (30 mm) one, were used for vortex generation in the experiments to investigate the bioaerosol release at different intensities of vortex processes. Both agitators were used to operate the system at three rotational speeds, 900, 1100 and 1300 rpm, which were selected to provide slow, medium and violent vortex regimes. A hot plate equipped with a stirring module (Model PC-420D, Labnet International Inc., Edison, NJ, USA) was used to provide the required stirrers’ speeds and corresponding vortex intensity.
The temperature range that was specifically selected to investigate the effects of different liquid temperatures on the release of bioaerosols was from 4 °C to 38 °C. To simulate winter conditions found in both natural and artificial aquatic systems, as well as the lowest possible temperature in industrial environments, 4 °C was chosen as a representative value. Finally, the upper limit of the temperature range used in this project was selected at the level of 38 °C as it is very close to the highest temperature at which bacteria could still reliably survive. Obviously, the temperature in industrial dwellings could be higher; however, a higher temperature would have led to the massive inactivation of the bacteria and a decrease in their potential release into the atmosphere in live forms. To run the temperature-related investigations, the suspension was kept in the fridge and immediately used for experiments undertaken at 4 °C. Then, the microbial suspension was very slowly heated on a hot plate until the next target temperature of 10 °C was reached and stabilised. The experiments at this temperature were correspondingly undertaken at the two highest rotational speeds of the large stirring bar. Then, the procedure was repeated with 5 °C steps up to the final value of 38 °C.
In the next stage of the research, the effect of the height of the microbial suspension column on the efficiency of bioaerosol generation was investigated. A size range from 45 to 110 mm was selected. To carry out this series, the experimental glass vessel was first filled with 400 mL of suspension (corresponding to the height of 45 mm) and then adjusted to 67 mm, 90 mm and 110 mm (corresponding to volumes of 600, 800 and 1000 mL, respectively). The experiments were carried out with both stirrers operating at all three rotational velocities outlined above.
The effect of surface tension on the bioaerosol generation in liquid vortex processes was investigated by adding antifoaming agent Antifoam A (A6582 Sigma-Aldrich, St. Louis, MO, USA) to the bacterial suspension. In particular, the antifoaming agent was added to the suspension to achieve the concentrations of ~1.0 g/L and ~1.5 g/L of the bacterial suspension to reduce the surface tension for consecutive experimental runs.
Note that, considering the strong sensitivity of the BioStage impactor to the microbial concentration and the corresponding possibility of either under- or over-loading the agar plates, several preliminary experiments were conducted to determine the optimal sampling time for all experimental conditions to achieve a countable concentration of bacterial aerosols for the experiments described above. Then, at least three repeats were undertaken for each set of experimental conditions.
2.4. Bioaerosol Monitoring Procedure
As discussed, bioaerosols generated in the swirling process were mainly monitored by a single-stage 400-hole BioStage Impactor at the flow rate of 28.3 L/min. In addition, some experiments related to the size distribution of the bioaerosol were undertaken using a 6-stage bioaerosol impactor [
20], which operates at the same flow rate, providing d
50 of 7 µm, 4.7 µm, 3.3 µm, 2.1 µm, 1.1 µm and 0.65 µm, for the 6 stages. It should be noted that considering identical air inlet nozzles of both devices, no additional hardware was required when the impactors were altered in the experiments.
Prior to each experimental run, a fresh agar plate was placed into the impactor (6 plates in the cases of 6-stage device utilisation), and after assembly, the device was located upside down at the top of the aerosol chamber, as schematically shown in
Figure 1. Then, the pump was switched on and operated during a corresponding period of time (usually between 15 and 180 s). On completion, the plate was removed from the impactor, labelled and incubated at 37 °C overnight. The number of culturable bacteria was assessed upon completion of incubation using the colony counter; the results were statistically adjusted using positive-hole conversion tables [
21], and the concentration of aerosolised culturable bacteria was calculated and presented in CFU/m
3.
Two very important issues must be noted. First, the entire laboratory setup was located in a Class II Biohazard Cabinet to eliminate any extraneous particles from the experimental flows and to prevent any potential bioaerosol leaking within the laboratory. Second, the “blank” experiments were undertaken to ensure that no cross contamination could potentially occur. In particular, the stirrer was switched off and the impactor was run for over 90 min. Upon completion of the run, the plate was handled as discussed above, and the average result of three repeats was 2.7 CFU/m3. This number is a few orders of magnitude below the average experimental results, eliminating any influence of the natural environment on the results of the experiments.