CFD modeling and laboratory studies of dust cleaning efficacy of an efficient four stage non-clogging impingement filter for flooded-bed dust scrubbers

Abstract

Fibrous-type filters are used to capture dust particles in mining and other occupations where personnel are exposed for prolonged periods. Dust cleansing devices including flooded-bed dust scrubbers use these mesh-type multi-layered filters. These filters trap dust particles efficiently on their surface and inside their mesh. However, their continued operation leads to dust build-up and clogging. This results in increased resistance of the filter and lowered airflow rate through the scrubber. This could potentially enhance the exposure of the miners. A non-clogging self-cleaning impingement screen type dust filter was designed by the authors for use in mining and industrial dust cleansing applications. The filter guides dirt-laden air through rapidly turning paths which forces it to shed heavier particles. The particles impact one of the impermeable solid metallic filter surfaces and are removed from the airstream. A full cone water spray installed upstream prevents any surface build-up of dust. This paper summaried the computer models generated to show the filter operations and laboratory experiments including optical particle counting to establish the cleaning efficiency.

Highlights

• CFD models were generated to demonstrate particle-laden fluid flow.

• Particle tracking models were developed for different dust diameters.

• An iso-kinetic sampling of coal/limestone dust particles was performed.

• Filtration efficiency was computed using the gravimetric concentrations.

Introduction

Many unit operations in mining generate respirable dust (Petavratzi et al. 2005). This includes mechanical excavation, transportation, and crushing. Respirable dust particles get deposited on the lungs’ surface and impede nominal breathing. Prolonged exposure to respirable dust has been shown to cause irreversible ailments in miners (Joy et al. 2012; Laney and Weissman 2014). Coal dust accumulation beyond critical concentration has also resulted in explosion events in underground mines leading to fatalities and loss of operations (Mine Safety and Health Administration 2001, 2014). Mine operators, therefore, use a wide variety of remedial measures to combat dust. Primarily, fresh air is sent underground using ventilation systems to dilute the dust concentration to lower levels. Water sprays effectively direct the dust-laden air away from the miners. Underground mines also use physical barriers to protect them. Continuous miners have an onboard fan-powered flooded-bed dust scrubber that cleanses the coal dust-laden air close to the active face (Colinet et al. 2013). The scrubber has an inlet that captures the dirty air close to the miner drum. A multi-layered fibrous-type filter is the primary cleaning element that traps dust particles on its undulating surface (Gupta et al. 2021). A water spray is installed upstream of the filter and mounted at 45° to the airflow direction to keep the filter surface drenched and prevent any build-up. Cleansed air is discharged after traveling through a demister which removes water droplets. Wet scrubbers were also developed in the 1970s and could capture solid and liquid particles efficiently (Eckert and Stringle 1974).

Research on 20-layered fibrous-type dust filters showed that their cleaning efficiency improved with an increase in airflow and water flow through the filter (Kumar 2018; Velasquez 2019). Fibrous filters, however, get clogged during operations leading to dust build-up (Thomas et al. 2001). This increases the filter resistance and lowers the airflow (Kanaoka and Hiragi 1990). A study by Song et al. using monodispersed polystyrene latex particles showed that filter resistance increases with clogging and filtration tends to occur on the front edge (Song et al. 2006). Yue et al. studied the filtration process through random three-dimensional fibrous filters using numerical modeling methods and showed that particles were initially captured by the fibers. The filtration process led to blockage by deposited particles which increased the resistance (Yue et al. 2016). Shapiro and Agranovski observed that the resistance of the dry filtration process was about half of the wet filtration resistance. Non-wettable filters were also found to get rapidly blocked (Agranovski and Shapiro 2001). Computer models have shown that the compressibility of aerosol particles has a significant impact on filter clogging with trapped compressible particles leading to early filter replacement (Stöcklmayer and Höflinger 1998). Experimental studies on filter media used in industrial air cleaning by Callé et al. showed that the efficiency of the media increased during the collection phase and diminished in the cleaning phase. The residual pressure drop was also found to increase overloading and cleaning cycles (Callé. et al. 2002). Research by Japuntich et al. showed that filter loading by different size particles contributes to pressure drop on all stages of loading (Japuntich et al. 1994). Laminger et al. developed mathematical models to demonstrate an increase in residual pressure drops over cycles of filtration and regeneration. The model assumed the particle deposition area on the filter as a significant factor that governed the filtration mechanism (Laminger et al. 2016). Fotovati et al. generated numerical models for pleated filters, which are also used most in industrial applications, and showed that pressure drop is minimum for an optimum pleat count. Triangular pleats were also found to result in a lower pressure drop (Fotovati et al. 2011). The airflow capture efficiency of the clogged filter, in all the cases discussed here, is diminished which might lead to an elevated exposure of the miners to dust. Therefore, research to develop non-clogging efficient dust filters is critical to enhancing the health of miners and the safety of operations.

Filters that do not use fibrous type irregular mesh type filters could be efficient alternatives. Dust particles can be made to follow a trajectory and guided towards impermeable surfaces where they could be trapped. This follows the mechanism of particle impactor systems, designed by Marple in the 1960s, frequently used for particle size classification and analysis (Marple and Willeke 1967). These devices force air between parallel plates with slits. This change in direction forces aerosol particles to be cast out and hit the plates where they are trapped. The spacing within successive plates also diminishes which assists in capturing smaller particles on the plates downstream. Impingement-type filters are also very efficient in capturing aerosol particles (Dahneke 1971).

There has not been significant research in this area for industrial applications in mining or similar industries that deal with dust exposure. A self-cleaning bar-type screening unit working on a vibrating mechanism was patented in 1969. This was designed to screen silica particles measuring 325 mesh (0.004 in.) size (Pearsali 1969). Higginbotham was granted a patent in 2007 for his invention of a non-clogging screen filter, though it was designed to prevent clogging of sewage systems and dealt with large particles (Higginbotham 2007). Cyclone-type scrubbers were also studied and found to be efficient in removing particles from the airstream (Krames and Buttner 1994). The University of Kentucky designed Vortecone to capture overspray paint particles of size up to 300.0 µm on automobile painting lines (Tanigawa et al. 2008). A reduced scale model of the Vortecone was tested and its excellent efficiency in capturing coal dust particles from the airstream was established (Kumar et al. 2019; Kumar and Schafrik 2020; Kumar et al. 2020a, b). Parametric studies of geometrical features were carried out to redesign the filter later to lower the resistance and to improve its dust-laden air capture efficiency (Taylor et al. 2019). However, the vortex-type complex design of the Vortecone would require a redesign of systems if these were to be applied for dust cleansing in mines. A flooded-bed dust scrubber could use the proposed thin filter as an alternative to the fibrous filter. Preliminary research on a reduced-scale prototype of an impingement filter showed its excellent particle collection efficacy (Kumar et al. 2020a, b). The authors have designed and investigated the performance of a four-screen filter with perforated staggered openings to remove particles from the airstream. This paper describes the design and performance testing of the non-clogging filter using computational fluid dynamics modeling and laboratory testing using optical particle counting.

Parametric study and the filter description

The authors proposed the development of a multi-stage filter with large parallel openings separated by spacers of specific lengths. Openings on the screens were kept staggered. A parametric study was carried out systematically to optimize the filter performance. The goal of this study was to maximize the particle collection efficiency at a low-pressure drop to lower the cost of scrubber operations. Initial opening dimensions were set at 4.0 mm. Flow pressure-drop curve as shown in Fig. 1 and cleaning efficiency trends as shown in Fig. 2 were determined at known airflow via computational fluid dynamics (CFD) modeling in ANSYS Fluent 18.2 software. Details of the modeling process are described in the following sections. The opening dimension was increased in steps of 8.0 mm and the process was repeated.

Fig. 1

Airflow–pressure drop curve for filters with different opening dimensions

Fig. 2

Modeled particle collection efficiency for different opening sizes at 0.94 m³/s

This iterative procedure indicated that the filter with an opening size being 6.0 mm has an intermediate resistance but has a very high particle collection efficiency. Decreasing the opening dimensions leads to lower pressure drop but exhibits a reduction in cleaning efficiency of sub-3.0 micron size particles. Every 1.0 mm increase in opening size beyond 6.0 mm led to a 20.0% increase in filter resistance and, therefore, the power required to operate the filter.

A four-stage filter with 1.5 mm thick flat impingement screens was finally designed. All screens had long rectangular openings 6.0 mm in width and 78.0 mm in length. The first and third screen surfaces are identical in design. The second and the fourth surfaces are identical and have their rectangular openings displaced in the screen plane by 6.0 mm. Filter surfaces were separated by spacers measuring 3.0, 2.0, and 3.0 mm in length, respectively. The total thickness of the filter, therefore, is 14.0 mm. This configuration makes the filter perfectly blind to straight flows. Dust-laden air is forced to follow constricted turns between all the filter surfaces. Heavier dust particles are drawn out of the airstream due to their inability to change directions suddenly. These particles impact the filter surfaces due to higher momenta and are removed from the air stream. The filter will be installed at 45º to the general airflow direction. The physical prototype of the filter is shown in Fig. 3. Airflow patterns are shown in the following paragraphs.

Fig. 3

Design of the four-screen impingement filter

Computational fluid dynamics modeling

Computation fluid dynamics (CFD) modeling analysis was done to optimize the performance parameters as the geometrical dimensions were altered iteratively during the design stage. CFD modeling is a flow volume discretization technique wherein the Navier–Stokes equations of fluid dynamics are solved using numerical approximation. ANSYS Fluent software, version 18.2 was used to generate the CFD models. The structure of the flow domain was drawn in AutoCAD and imported into ANSYS Fluent. The integrity of the fluid flow region was ascertained in the design modeler module. Inlet and outlet segments were demarcated and assigned unique names. A vertical symmetry plane was drawn to bifurcate the flow volume. This created a much smaller analysis region, saved on computing resources, and allowed the generation of fine meshes to resolve the airflow patterns around the filter. Figure 4 shows the geometry used for analysis.

Fig. 4

Geometry set up for computational fluid dynamics analysis

Boundary conditions for this setup included flux and wall functions. The inlet surface was assigned a normal velocity value of 3.80 m/s. Corresponding turbulence intensity and dissipation rate values were applied. The outlet surface was imparted a static pressure of 0 Pa. Surfaces of the symmetry planes were assigned free-slip symmetry plane conditions while all other surfaces were imparted wall functions. The SIMPLE scheme was used for pressure–velocity coupling. The least-squares cell-based gradient calculation method was followed.

Meshing and grid independence studies

The multi-zone method meshing technique was followed and the flow domain was split into three connected volumes. The volume around the filter had tetrahedral elements while the ones towards the inlet and the outlet had polyhedral elements. This enabled a high resolution of flow close to the filter and saved on element count. A dense mesh was a prerequisite since micron-size dust particles had to be tracked in the transient-state simulations later to determine the particle removal efficiency. Three meshes with increasing packing density were generated. The meshes had about 10.98, 15.72, and 21.84 million grid elements. The total pressure drop was computed for an incoming airspeed of 3.80 m/s. Microsoft Excel solver was used to compute absolute and relative errors. The mesh parameters are shown in Table 1. Extrapolated errors in velocity and fine grid convergence indices were computed using Richardson’s method and are shown in Table 2.

Table 1 Parameters to demonstrate grid-independence studies

Table 2 Computed errors for grid independence

Relative, extrapolated, and fine grid convergence index decreases with an increase in grid packing density indicating good grid convergence. The second mesh with 15.72 million elements was used for further simulations. All CFD models were generated on windows based high-performance computer.

Steady and transient-state simulations

Steady-state simulations were run until the solution converged according to the pre-assigned conditions. Models were generated and run until convergence in flow parameters was achieved. Figure 5 shows the contours of velocity magnitude on a plane in the flow domain for an airflow rate of 0.71 m³/s. Air was observed to accelerate between the filter surfaces which will assist in forcing particles towards one of the surfaces leading to their capture. Steady-state simulations were run for different airflows and corresponding total pressure drops were computed. These were compared to the pressure drop obtained in the laboratory experiments and were found to be in excellent agreement as discussed later.

Fig. 5

Contours of velocity magnitude at an airflow of 0.71 m³/s

Transient-state simulations were developed to determine the profile of particles’ sizes that impact the filter surface under known airflows. An array of spherical aerosol particles of known diameters adjusted using Cunningham’s slip correction factor was generated at the domain inlet for 0.10 s (Cunningham 1910). An initial velocity was assigned to the particles based on the average airflow rate through the filter. Particles were tracked for 1.00 s. The filter surfaces were programmed to trap the particles. Particles underwent an inelastic collision with all other surfaces with a coefficient of restitution value of 0.95. Particles were counted on the inlet and the filter surface. These particle counts were used to compute the particle removal efficiency of the filter from the air. These results are included along with the results obtained from laboratory testing.

Experimental setup and procedure

Filter resistance and cleaning efficiency are the two critical parameters that define its performance. A prototype made of aluminum was constructed to validate the computer models. Spacers measuring 3.0, 2.0, and 3.0 mm were used to separate the successive flat filter surfaces.

A test set up as shown in Fig. 6 was constructed. The experimental set-up consisted of a system of ducts with a centrifugal fan attached to it. The fan was operated using a variable frequency drive (VFD). The duct measured 0.30 m × 0.45 m in cross-section and was 2.40 m in length to allow a well-developed flow profile. This was followed by a Dwyer pressure measurement station used to obtain total and static pressures in the duct. This also had honeycomb-like structures that served as the flow straighteners. Vane and rail arrangements were built around the corners to encourage a good airflow profile and to minimize the shock losses.

Fig. 6

A schematic of the experimental set-up

The filter was installed downstream of the bend in a duct with an identical cross-section area and length. A 1.20 m long duct was built with transparent polycarbonate sheets to install the filter at 45º to the airflow direction like a flooded-bed dust scrubber set up. All lines of contact were sealed to prevent any leakages. A full cone water spray was installed upstream of the filter to inject water normal to the filter plane as shown in Fig. 7. A flow control valve and an inline digital flowmeter were installed in series to control the water flow rate precisely.

Fig. 7

Filter installed in the duct

Steady-state testing in the dry state

Tests were first run to determine the filter resistance. VFD frequency was set at 10.0 Hz and increased in steps of 5.0 Hz. Total and static pressure at different airflows were measured. Velocity pressure was calculated to determine the airflow through the filter. These steps were repeated three times to obtain a good representative average. A curve of best fit through these points was drawn as shown in Fig. 8 that represents the flow-pressure drop curve showing a quadratic dependence of pressure drop on volumetric flow rate for the filter. Filter resistance using this curve was obtained to be 1.675 kN s²/m⁸. An adjusted R² value of 0.9998, a standard error value of 0.0034, and a t-value of 496.82 indicate an excellent fit.

Fig. 8

Converged CFD models and experiments

Once the system curve was constructed, the duct discharge was connected to the dust exhausting system of the laboratory to minimize exposure of the researchers to coal dust particles while running cleaning efficiency experiments. Velocity in the duct was computed again with the water spray running using the pressure measurement station to determine the airflow through the filter.

Isokinetic sampling for aerosols

Two identical TSI optical particle sizers (OPS 3330) were used for airflow sampling. Air was sampled iso-kinetically upstream and downstream of the filter. This is a technique in which aerosol particles are extracted from the airstream without altering the airflow speed in the vicinity of the sampling nozzle (Wilcox 1956). If not done properly, this could lead to under-sampling or over-sampling of the aerosol particles leading to inaccurate results. Sampling nozzles were designed, and 3D printed for airflows of 0.47, 0.71, and 0.94 m³/s in the duct.

Keystone Mineral Black 325 A and limestone particles were used to study the cleaning efficiency of the dust filter. This coal dust specimen has a known particle size distribution and has been used to investigate scrubber performance earlier. An Arduino-controlled stepper motor-assisted dust injection system was built to inject dust upstream of the filter. TSI optical particle sizer (OPS) 3330 device was used to count and size the aerosol particles. Densities of coal (1220 kg/m³) and limestone dust (2200 kg/m³) were programmed in the OPS. The complex refractive index of coal and limestone were programmed to run experiments with suitable particles. The dead time correction parameter was enabled to minimize errors due to coincidence due to many particles in the sample. The presence of millions of dust particles were injected into the pressurized duct using compressed air. A sensitive digital weighing balance was used to precisely measure 3.2 gm of coal dust and 3.5 gm of limestone dust for each run of the tests. Dust particles were introduced into the duct for 5.0 min. The controlled injection of dust particles into the duct ensured that none of the OPSs was overwhelmed with dust particles. This effectively eliminated the coincidence error which would have resulted in an incorrect particle count and size. Iso-kinetic sampling nozzles were designed with dimensions computed using airflow velocity magnitudes, 3D printed, and attached to the tube. The duct was traversed precisely to locate points where the average airflow speed equaled the speed reported by the pressure measurement station.

Cleaning efficiency results

Particle concentration by count data obtained from the two OPSs installed upstream and downstream of the filter were converted into gravimetric concentrations using the aerosol instrument manager software. Figure 9 shows one such plot of the gravimetric concentration of coal dust particles upstream and downstream of the filter for an airflow of 0.94 m³/s. The difference in gravimetric concentrations is the cleaning efficiency under the operating conditions. These were computed for particle sizes 2.00 µm and above for the three airflows. Figure 10 shows the cleaning efficiency of the impingement filter for coal dust particles. The plot shows that the efficiency of the removal of dust particles from the airstream increases with an increase in airflow through the filter.

Fig. 9

Dust concentration upstream and downstream of coal dust particles at 0.94 m^3/s

Fig. 10

Coal dust cleaning efficiency of the filter

Bigger and heavier particles are removed significantly more efficiently compared to the smaller particles that tend to follow the airstreams and might escape the filter. Figure 11 shows the cleaning efficiency using limestone dust. Water flow was kept steady at 7.57 L/min (2.0 gpm) for these tests. The impingement type filter captured bigger particles more efficiently. The cleaning efficiency also improved with an increase in airflow through the filter.

Fig. 11

Limestone dust cleaning efficiency

Figure 12 shows that the particle removal efficiency from the airstream obtained from transient-state CFD models and laboratory experiments agree well. Figure 13 shows the cleaning efficiency of the filter for coal and limestone. The filter traps more limestone particles compared to coal under identical operating conditions. Limestone particles have a high density. This makes it difficult for them to follow the airstream and is more likely to impact the filter surface compared to the coal particles. This also affirms that particle impaction onto the filter surface is the primary particle capturing phenomenon.

Fig. 12

Comparison of cleaning efficiency of CFD models and laboratory test at 0.94 m³/s

Fig. 13

Comparison of cleaning efficiency of coal and limestone particles at 0.94m³/s

Conclusions

Micron size dust particles produced in mining and other industries are detrimental to the health of the workers and the safety of the operations. These industries use fibrous-type dust filters to capture dust particles. These are efficient over a wide range of particle diameters. However, these are maintenance intensive and get clogged due to particles being caught on the surface and inside the fibrous layers. This enhances the filter resistance, increases the pressure drop, and leads to a much lower volume of air being cleaned. This severely affects the operational efficiency of the machines using these filters.

A non-clogging filter was designed based on the aerosol particle impaction principle. The filter has 6.0 mm wide and 78.0 mm long openings. These large openings allow the impingement filter to clean the dirt-laden air without the need for any maintenance arising out of clogging, unlike the conventional fibrous filters. Particles are removed from the dust-laden air by forcing them to negotiate sharp bends. At higher airflows, high momentum possessed by the particles casts them out of the airstream and forces them to impact one of the screen surfaces. The inability of the heavier particles to change directions suddenly leads to their removal from the air stream. The non-clogging nature of the filter ensures that there will not be any cyclic jump in pressure drop due to filter clogging as observed in all fibrous filters. Therefore, this filter will continue to operate at a known point for prolonged periods. This design also allows engineers to design an impingement type filter for a known airflow rate or to maximize the capture of particles of a specific size. This filter also does not require a high-water flow rate, unlike the fibrous filter in which the fibrous surface is required to be kept flooded to capture the particles efficiently. So, the flow rate was kept constant at a relatively low value of 7.57 L/min (2.0 gpm).

Since this filter works on the particle impaction principle, its cleaning efficiency will improve further at higher airflows. Denser aerosol particles will also be removed more efficiently due to higher mass and momentum. The dimension of the openings, their separation, and screen spacings impact the pressure drop and cleaning efficiency at known airflows. Since the impingement filter will not get clogged, need minimal maintenance, and will have higher mechanical availability. These filters could be designed for known airflows and can be a good replacement to the conventional fibrous filters in mining operations.