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Article

Elimination of Microplastics by Downstream Sand Filters in Wastewater Treatment

by
Sebastian Wolff
1,*,
Felix Weber
1,
Jutta Kerpen
1,
Miriam Winklhofer
1,
Markus Engelhart
2 and
Luisa Barkmann
2
1
Institute for Environmental and Process Engineering, Hochschule RheinMain, University of Applied Sciences, P.O. Box 3251, 65022 Wiesbaden, Germany
2
Institute IWAR, Technische Universität Darmstadt, Franziska-Braun-Street 7, 64287 Darmstadt, Germany
*
Author to whom correspondence should be addressed.
Water 2021, 13(1), 33; https://doi.org/10.3390/w13010033
Received: 16 November 2020 / Revised: 16 December 2020 / Accepted: 22 December 2020 / Published: 27 December 2020
(This article belongs to the Special Issue Microplastics and Microfibers in Water and Wastewater: A Grand Challenge)
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Versions Notes

Abstract

:
The elimination of microplastic particles (MPP) and microplastic fibers (MPF) was investigated in the final treatment stage (sand filtration) in two municipal wastewater treatment plants (WWTP) and the final treatment stage (sand filtration) at a process WWTP of a manufacturer of polyvinyl chloride (PVC). At each sampling site, three samples on three different days were taken (before/after sand filtration). The samples were filtered through a 10 μm stainless steel cartridge filter utilizing a stainless steel centrifugal pump. Microplastics (MP) were separated from the wastewater matrix by oxidative treatment and density separation and analyzed by Raman microspectroscopy. Due to precautionary measures, procedural blanks were very low with a mean number of 4.3 ± 2.7 MPP and 0.88 ± 0.56 MPF within eight blank samples. The municipal WWTPs were able to eliminate 99.2% ± 0.29% and 99.4% ± 0.15% of MP in the sand filtration stage. The sand filtration of a PVC manufacturer eliminated 99.2%–99.9%.

1. Introduction

The effects of microplastics (MP) on the environment and organisms have not yet been sufficiently examined. However, it has been proven that MP can adsorb (harmful) organic substances due to their surface and material properties [1]. These substances can accumulate in the fatty tissue of organisms and may cause harm to the organism [2]. Furthermore, additives in plastics can have toxic effects on organisms [3]. Da Costa et al. [4] showed that MP can be ingested by tadpoles under laboratory conditions and cause mutagenic effects. Miklos et al. [5] showed that MP can provide a habitat for (pathogenic) microorganisms. MP can be transferred by winds or currents from one ecosystem into another. Thus, MP can act as a transport medium for substances and microorganisms and thereby influence ecosystems. For example, MP have been detected in mussels and oysters bred for human consumption [6], in seabirds [7], in wild fish [8], and even in human feces [9].
Many studies have identified municipal wastewater treatment plants (WWTPs) as a source of MP emission into the environment [10,11,12,13]. Only a few studies have investigated MP discharge into the environment via industrial WWTPs [14,15]. The results show removal efficiencies between 79.3% and 99.9% for municipal WWTPs comprising primary and secondary treatment including the conventional activated sludge system (CAS) but no additional filtration stage [10,11,16,17,18]. WWTPs represent input paths for drug residues and other environmentally harmful substances. These substances are reduced by using a downstream treatment stage, e.g., dosing of activated carbon combined with single or dual media filtration and/or ozonization [19]. A filtration stage reduces the solids content and increases the elimination rate of MP. Membranes and different types of other filtration processes have been shown to successfully reduce the MP content of municipal WWTP effluents.
Lv et al. [20] investigated a WWTP in China with a wastewater flow of 120,000 m3/day. The influent is divided into two treatment lines. The first treatment line treats about half of the wastewater with an activated sludge system including final clarifiers, while in the second line, a membrane bioreactor (MBR) with a pore size of 0.1 µm replaces the final clarifiers. The total MP elimination efficiency based on the microplastic particles (MPP) and microplastic fibers (MPF) count was 53.6% in the first treatment line (without filtration) and 82.1% in the second treatment line (MBR), with a theoretical detection limit of 25 µm due to the pore width of the sampling filter. However, the analysis was performed using attenuated total reflection-Fourier-transform infrared spectroscopy (ATR-FTIR), which is why the realistic detection limit was around 500 µm [21].
Bayo et al. [22] monitored a WWTP in Spain with a volumetric flow of 12,000 m3/day. The treatment is divided into two lines, with the main line treating about 10,200 m3 of wastewater per day and comprising a CAS treatment with subsequent sand filtration. The wastewater of the second line is treated in an activated sludge stage with an MBR. MP was identified by FTIR spectroscopy. The total MP elimination rate (based on MPP+MPF count) was 75.49% for the main line (sand filtration) and 79.01% for the second line (MBR). The detection limit was 10 µm (due to the use of FTIR spectroscopy [21]), but no MP < 200 µm were identified.
Hidayaturrahman et al. [23] studied two different WWTPs in South Korea with different filtration stages (membrane disc filter and sand filter) and wastewater flows of about 469,000 and 21,000 m3/day, respectively. Based on MPP+MPF count, the detected elimination rates in filters were 79.4% (membrane disc filter), and 73.8% (sand filtration). The overall MP elimination rates in the WWTPs were increased to 99.1% and 98.9%, respectively. Information on the detection limit was not provided. MP were identified by visual inspection using a stereomicroscope.
Lares et al. [24] took samples from a Finnish WWTP with an activated sludge stage and a wastewater flow of about 10,000 m3/day. A small volumetric flow (3 m3/day) of the final clarifier was treated by an MBR pilot plant. For the wastewater treatment process, an elimination rate of 98.3% without MBR and 99.3% including MBR was determined based on MPP+MPF count by means of Raman- and FTIR spectroscopy (after visual pre-sorting). The detection limit was 250 µm (limited by the sampling filter).
Yang et al. [25] investigated a wastewater treatment plant in China with an inflow of 1,000,000 m3/day. The plant is equipped with a final advanced oxidation stage consisting of ultrafiltration, ozonization, and UV disinfection. MP identification was carried out by FTIR spectroscopy after visual sorting. It was shown that in relation to the number of MPP+MPF, 71.67% ± 11.58% of MP is removed from the wastewater by this downstream treatment, resulting in an overall elimination rate of 95.26% ± 1.57%.
Talvitie et al. [26] examined four Swedish WWTPs with different tertiary treatment processes. On the basis on the number of MPP+MPF, MP elimination rates of 97.1% in a sand filtration, 95.0% in a dissolved air flotation, 99.9% in an MBR, and 98.5% in a disc filtration (20 µm pore size) were determined. Potential MP were visually pre-sorted by using a stereomicroscope and then measured by FTIR spectroscopy. The detection limit of the analytical procedure was 20 µm.
Mintenig et al. [13] sampled the Oldenburg WWTP in Germany with a wastewater volume of 36,000 m3/day. A cloth filter (10–15 µm pore size) was used as a final treatment stage. The measured elimination efficiency of MP by the cloth filter based on the MPP+MPF count was 97.3%. The measurement was performed by the combined use of ATR-FTIR and focal-plane-array-FTIR (FPA-FTIR), which has a detection limit of 20 µm [21].
This study aims to obtain further results of MP elimination efficiency by downstream sand filtration. Sand filtration is often used in municipal WWTPs and in industrial process wastewater treatment as an additional treatment stage to remove total suspended solids (TSS). The present work investigates sand filters from two municipal WWTPs and one industrial polyvinyl chloride (PVC) manufacturer. To our knowledge, this is the first study that investigated the MP elimination efficiency of sand filters in industrial wastewater treatment. Although sand filters in industrial wastewater treatment have not yet been studied with respect to MP retention, we assume that the efficiency is comparable to that of sand filters in municipal WWTPs.

2. Materials and Methods

2.1. Information about Sampled WWTPs

The Mannheim municipal single-stage CAS WWTP treats about 80,000 m3 of wastewater per day (725,000 population equivalents), which is discharged into the river Rhine. The Frankfurt Sindlingen WWTP treats about 63,000 m3 of wastewater per day (470,000 population equivalents), which is discharged into the river Main. Both plants consist of a mechanical treatment stage, a biological stage with denitrification and nitrification (including biological phosphorus removal in Mannheim), and chemical phosphorus precipitation with aluminum-based precipitants. The Frankfurt Sindlingen WWTP has a high loaded first biological stage and a low loaded second biological stage. Both WWTPs have a dual media filtration with additional precipitation/flocculation downstream of the final clarifiers. In Mannheim, activated carbon is dosed into the influent of the filter to remove micropollutants. The dual media filter bed in the Frankfurt Sindlingen WWTP consists of an upper anthracite layer (1050 mm, grain size between 1.4 and 2.5 mm) and a lower layer of quartz sand (650 mm, grain size between 0.71 and 1.4 mm). The dual media filter bed in the Mannheim WWTP consists of an upper anthracite layer (400 mm, grain size between 1.4 and 2.5 mm) and a lower layer of quartz sand (600 mm, grain size between 0.71 and 1.25 mm). The dewatered sludge of both WWTPs is incinerated in a mono sewage sludge incineration with energy recovery. The mean concentration of TSS in the effluent of the final clarifiers during sampling was about 11 mg/L in Frankfurt Sindlingen and about 4 mg/L in Mannheim. This was reduced by the sand filters to about 1.7 mg/L in Frankfurt Sindlingen and about 0.2 mg/L in Mannheim (Table A1).
The PVC manufacturer treats about 3000 m3 of process wastewater per day. The treatment comprises a sedimentation tank with coagulation/flocculation and three parallel downstream single media 2000 mm continuous quartz sand filters (grain size between 1 mm–2 mm). The treated process wastewater is discharged into an industrial WWTP with biological treatment.

2.2. Sampling

Sampling was performed on dry weather days at the Frankfurt Sindlingen and Mannheim WWTP in Germany between 23 October and 4 December 2019. Taking into account the diurnal and weekly variations of municipal wastewater, the sampling was carried out on the same weekdays and at the same time. The sampling at the PVC plant took place between 6 July and 15 July 2020.
The custom-made sampling device consisted of a silicone hose (Technikplaza GmbH, Stolberg, Germany), a stainless-steel cartridge filter (10 μm pore width) with stainless-steel housing (acuraScreen, Fuhr GmbH, Klein-Winternheim, Germany), and a downstream pump (Nowax GPN 1500, EBARA Pumps Europe S.p.A., Cles, Italy). The sample volume was measured with a flow meter (Deltamess DWWF GmbH, Oldenburg (Holstein), Germany) installed in the outlet hose. Prior to sampling, the custom-made sampling device and the connected silicone hose were rinsed with tap water for 30 min.
In both municipal WWTPs, three samples were taken in the effluent of the final clarifiers and the outlet of the sand filters (Figure 1). The sample volumes of the effluent of the final clarifiers were 26 L in Frankfurt Sindlingen and 134 L in Mannheim on average depending on the concentration of TSS (filters were fully loaded). The sample volumes of the sand filter effluents were 2255 L in Frankfurt Sindlingen and 2503 L in Mannheim on average (Table 1).
Samples of the influent of the sand filter of the PVC manufacturer were taken in a fully mixed equalizing tank upstream of the sand filter. Due to a very high TSS concentration, only 1 L grab samples were taken without a cartridge filter (except for sample no. 3). The effluent of the sand filter was sampled at a sampling point of a pipeline using the sampling device. Sample volumes varied between 463 and 1000 L (Table 1).

2.3. Avoidance of Contamination

Precautionary measures in the laboratory minimized sample contamination by MPP and MPF. All materials used were made of glass or stainless steel. In a few exceptions, rarely occurring polymer materials were used, which were not considered in the analysis. Exceptions were: polycarbonate (membrane) for filtration of chemicals, acrylonitrile-butadiene rubber and polytetrafluoroethylene in gaskets, silicone in hoses, and perfluoroalkoxy polymer resin in squirt bottles. All procedural steps were carried out in a laminar flow box (MSC Advantage 12, Thermo Fisher Scientific Inc., Waltham, MA, USA), and cotton lab coats were worn consistently. The chemicals were filtered through a polycarbonate membrane filter (RTTP04700, Merck KGaA, Darmstadt, Germany) with a pore size of 1.2 µm and stored in all-glass chemical bottles until use. The laboratory equipment was thoroughly cleaned using a cleaning agent specially produced for this purpose according to [27]. The agent consisted of sodium dodecylbenzene sulfonate (Carl Roth GmbH & Co.KG, Karlsruhe, Germany) and polyethylene glycol lauryl ether (Brij-35, Carl Roth GmbH & Co.KG, Karlsruhe, Germany). Afterwards, the materials were rinsed with tap water and ultrapure water (Milli-DI, Merck KGaA, Darmstadt, Germany). All cleaning steps were performed immediately before usage to avoid contamination by storage. Cleaned equipment (e.g., beakers) was covered with aluminum foil for transport into the laminar flow box.

2.4. Sample Processing

2.4.1. Chemical Purification

To remove natural organic residues, the samples were oxidized with H2O2 (Rotipuran p.a. 50%, Carl Roth GmbH & Co.KG, Karlsruhe, Germany) for 24 h at 50 °C. A treatment with NaClO (12% tech., Carl Roth GmbH & Co.KG, Karlsruhe, Germany) followed for 6 days at room temperature. By using an all-glass vacuum filter holder (Merck KGaA, Darmstadt, Germany), the samples were filtered through a stainless-steel mesh filter (10 µm twilled weave, Spörl KG, Sigmaringendorf, Germany) between the various processing steps and quantitatively transferred to glass beakers. The glass beakers were rinsed with n-hexane (HiPerSolv CHROMANORM, VWR, Radnor, Pennsylvania, USA) and ultrapure water after each sample transfer. N-hexane has proven to be an appropriate agent for rinsing MP from surfaces [12].

2.4.2. Density Separation

After the oxidation process, the remaining sample consisted of a mixture of MP and inorganic particles on a stainless-steel mesh filter. The filter was transferred to a 250 mL glass beaker, covered with n-hexane, and ultrasonically treated for 10 min to separate the filter cake. The filter was rinsed with n-hexane and removed from the beaker. For the subsequent density separation, ZnCl2 (ρ = 1.6 g/cm3, <97% p.a., Carl Roth GmbH & Co.KG, Karlsruhe, Germany) was added. Density separation was performed with a centrifuge (Sigma 3–16 L, Sigma Laborzentrifugen GmbH, Osterode am Harz, Germany). Considering the maximum volume of the centrifuge tubes, n-hexane was evaporated due to its high volume before density separation. Specially designed silicone centrifuge tubes with a volume of 90 mL were used, according to [12]. After centrifugation, floating MP from the supernatant were quantitatively transferred to a 1 cm2 silicon filter (Si filter) (10 μm pore width, Smartmembranes GmbH, Halle, Germany) using the all-glass vacuum filter holder. MP were transferred to the Si filter by pinching off the flexible silicone centrifuge tube with a clamp and rinsing the upper section with n-hexane and ultrapure water. In order to adapt the 47 mm filter holder to the size of the Si filter, the diameter of the filter holder was reduced to 8 mm using a custom-made stainless-steel cone, according to [12].

2.4.3. Sample Aliquotation

The maximum number of particles that can be measured per Si filter is about 3000–4000. For a reliable measurement using Raman microspectroscopy, the individual particles must not obscure each other. Even with small volume samples of < 1 L, the particle count in industrial samples is often higher. To reduce the number of particles on the analysis filter, a sample aliquotation method was developed: a 1 L beaker (high design) was filled with 100 mL 2-propanol. After density separation (Section 2.4.2), the whole sample was transferred to an Si filter and rinsed into the beaker with 2-propanol. The suspension in the beaker was filled up to 300 ml 2-propanol. To achieve a homogeneous mixing of the suspension, a custom-made stainless-steel construction of a flow breaker and a 3-blade propeller stirrer (Figure 2) was used. The construction was dimensioned according to DIN 28131. The one-piece design of the flow breaker allows a constant positioning in the beaker (constant distance and constant angle between the four flow-breaker arms) and thus supports the reproducibility of the results.
The stirrer was positioned as close as possible to the bottom of the beaker (this procedure differs from DIN 28131). The suspension was turbulently stirred by using an overhead laboratory stirrer (microstar 7.5 digital, IKA-Werke GmbH & CO. KG, Staufen, Germany) at 350 rpm. For maximum suction speed, a volumetric pipette and an electric pipetting aid (pipetus, Hirschmann Laborgeräte GmbH & Co. KG, Eberstadt (Württemberg), Germany) were used. The aliquot was taken from the center of the suspension while the stirrer was running. The volumetric pipette was previously shortened with a glass cutter to facilitate handling in the Clean Bench and to increase the cross-section of the inlet opening. The cut edges were ground and melted, and the pipettes were recalibrated. The aliquot was transferred to a new Si filter, and the pipette was rinsed with n-hexane and ultrapure water. For rinsing with n-hexane, a 20 mL all-glass syringe (fortuna optima, Poulten & Graf GmbH, Wertheim, Germany) with Luer-Lock connection and stainless-steel cannula (diameter = 0.7 mm) was used.
The representativeness of the aliquoting was investigated for three size classes (22–27 µm, 45–53 µm, 90–106 µm) of spherical, fluorescent PE tracer particles (Cospheric LLC, Santa Barbara, California, USA) by determining the recovery rates. For this purpose, a defined number of tracer particles of each size class (Table 2) were suspended in 2-propanol. The determination of the recovery rates was performed six times for each size class by transferring a 13.4 mL aliquot onto an Si filter.
The aliquotation was performed for all samples of the PVC manufacturer. It was possible to analyze aliquots of 0.34%–3% of each sample. Table 3 shows the respective total measured volumes of each sample.

2.5. Raman Microspectroscopy

Measurement was carried out using a Raman microspectrometer (DXR2xi, Thermo Fisher Scientific Inc., Waltham, MA, USA) with a front-illuminated EMCCD detector. The applied acquisition parameters were a laser wavelength of 785 nm, a 50 µm slit aperture, a spectral resolution of 5 cm−1, a laser power of 20 mW, a step size of 4 µm, an exposure time of 0.025 s, and an acquisition number of five. The optical lens used has a 10× magnification and a numerical aperture of 0.25. In addition, measurements were performed with an activated EM-mode (electron multiplier) and baseline correction. The spectra were compared with a reference library (S.T. Japan Europe GmbH, Köln, Germany) in the range of 50–3250 cm−1. Due to time constraints, only 50% of the filter cake was analyzed by Raman imaging. No homogeneous particle distribution on the Si filter was achieved due to the rinsing procedure in the final filtration step (Section 2.4.2). To account for the irregular particle distribution, a checkerboard pattern (Figure 3) as described in [27] was used. With the checkerboard pattern, each position on the filter was equally weighted during extrapolation. MPP > 100 µm and MPF were analyzed on the total filter area. This increased the accuracy of the results with little additional effort. MPP and MPF identified with the above method were extrapolated to the total filter area for evaluation.

2.6. Blank Samples

A cleaned, unloaded stainless-steel filter and stainless-steel housing served for the examination of blank samples. Eight blank samples were treated in the same way as the regular samples, using the same materials and chemicals and performing the same procedural steps as for the processing of the wastewater samples.

2.7. Statistical Analysis

Statistical analysis was conducted according to [27]: the particle numbers of each polymer type of each sample determined by Raman microspectroscopy were extrapolated to the total area of the Si filter and then converted to log10 values and compared with the log10 values of the corresponding mean blank value. An f-test (significance level of 0.05) was initially used to verify whether or not the variances of each polymer type differed significantly in municipal wastewater samples from procedural blank samples. Then, a two-tailed t-test (significance level of 0.05) was performed for the values with equal variances. In the case of unequal variances, Welch’s t-test (significance level of 0.05) was performed (see Supplementary Data).
The results of the industrial wastewater samples were considered as single determinations (Section 4.5). The results were classified as significantly above the blank value if they were above the mean blank value plus six times the standard deviation of the blank values.
Polymer types that did not prove to be significant within each sample series are not mentioned in the results.

3. Results

The raw numbers (before extrapolation) of the identified MPP and MPF are listed in Appendix A for the sand filter influent (Table A2) and the sand filter effluent (Table A3) for each grab sample and sampling site.

3.1. Sample Aliquotation

Validation of the sample aliquotation procedure showed an average recovery rate of 92% ± 5.3% for the 22–27 µm size class, 92% ± 7.6% for the 45–53 µm size class, and 94% ± 5.7% for the 90–106 µm size class (Table 4).

3.2. Microplastics Elimination in Sand Filters

3.2.1. Mannheim WWTP

The total MP count (MPP+MPF) in all three samples of the effluent from the final clarifier of the Mannheim WWTP was between 6.5 × 102 and 1.7 × 103 m−3. The average MP count was 8.8 × 102 ± 2.7 × 102 MPP m−3 and 1.8 × 102 ± 2.0 × 101 MPF m−3 (Figure 4A). With a total MP count between 4.0 and22 m−3, the sand filter effluent contained significantly less MP than the final clarifier effluent. The average quantity was 7.0 ± 2.2 MPP m−3 and 0 MPF m−3 discharged into the river Rhine (Figure 4B). The sand filter eliminates on average about 99.2% ± 0.29% of the total MP discharge from the final clarifier effluent.
The MPP identified in the final clarifier effluent are composed of polyethylene (PE), polypropylene (PP), polyethylene terephthalate (PET), and polystyrene (PS) (Figure 5A). The majority of these particles had a diameter of <100 µm. After sand filtration, PE was the only polymer determined within the MPP (Figure 5B). All particles > 500 µm were eliminated by the sand filter and the 10–50 µm size class was predominant in the sand filter effluent samples. All MPF identified in the final clarifier effluent consist of PET (Figure 5C).
The 100–500 µm size class had the highest share within the MPF. No MPF were identified in the effluent of the sand filter (Figure 5D). All MPP >500 µm and nearly all MPF >500 µm were eliminated by the sand filter.

3.2.2. Frankfurt Sindlingen WWTP

The total MP count (MPP+MPF) in all three samples of the effluent from the final clarifier of the Frankfurt Sindlingen WWTP ranged between 1.6 × 103 and 3.0 × 103 m−3 and averaged about 1.9 × 103 ± 2.8 × 102 MPP m−3 and 2.7 × 102 ± 8.3 × 101 MPF m−3 (Figure 6A). About 99.4 ± 0.15% of the total MP were retained by the sand filter, resulting in an average of 11 ± 4.2 MPP m−3 and 3.0 ± 0.5 MPF m−3 discharged into the river Main (Figure 6B).
The MPP identified in the effluent of the final clarifier of the Frankfurt Sindlingen WWTP consist of PE, PP, and PS, with PE being the most abundant polymer. The size fractions >100 µm accounted for about 45%, and the size fractions <100 µm accounted for about 55% of counts (Figure 7A). After sand filtration, PE was the only polymer within the MPP, with the size fractions < 100 µm accounting for about 93% in total (Figure 7B).
PET was the only polymer identified within MPF in samples of the final clarifier effluent (Figure 7C) and the sand filter effluent (Figure 7D) of the Frankfurt Sindlingen WWTP. There was no major difference between the MPF size distribution before and after the sand filter.

3.2.3. PVC Manufacturer

PVC was identified as the only polymer type in the inlet and outlet of the PVC manufacturer′s sand filtration. The number of identified MPP in the inlet of the sand filtration was 1.7 × 107 MPP m−3 (sample 1), 6.2 × 108 MPP m−3 (sample 2), and 3.1 × 107 MPP m−3 (sample 3) (Figure 8A). The number of MPP in the outlet of the sand filtration was 1.5×105 MPP m−3 (sample 1), 3.7 × 105 MPP m−3 (sample 2), and 2.5 × 105 MPP m−3 (sample 3) (Figure 8B). The calculated elimination rates are 99.2%, 99.9%, and 99.2% for the respective samples. MPF were not detected in these samples.
The size class distribution of MPP in PVC manufacturer’s process wastewater before and after the sand filter shows that more than 80% of the MPP were <100 µm in size (Figure 8C). There were no major differences in the distribution of the MPP before and after the sand filter (Figure 8D).

3.3. Blank Samples

With one exception, MP was measured in all blank samples (Figure 9). On average, about 4.3 ± 2.7 MPP and 0.88 ± 0.56 MPF were detected per sample. MPP consisted of four different polymer types (PE, PET, PP, PVC), while MPF consisted of PET and PP.

4. Discussion

4.1. Sampling and Sample Processing

Samples of the PVC manufacturer were taken during summer, while samples of the municipal WWTPs were taken during winter. It is assumed that there are no seasonal variations in the elimination rate of MP in sand filters within a plant.
The higher the TSS load, the lower the filterable wastewater volume due to filter clogging during on-site sampling. Thus, the TSS concentration of the sample limits the sampling volume. The sample volume must be large enough to obtain enough MPP and MPF and therefore to be able to detect possible significant differences in particle numbers from the blank value. For low procedural blank values, the sample volume may be smaller. Potential errors caused by extrapolating the particle numbers to one cubic meter decrease with a higher sample volume. In wastewater with a low TSS concentration (e.g., after a filtration stage), a higher sample volume is required to obtain a representative sample [21]. Therefore, the sample volumes of the sand filter effluents of the municipal WWTPs were >2m3.
Due to the TSS load still present in the effluent of the final clarifiers, the sample volumes taken were quite small (18–190 L). The long hydraulic residence time and internal recirculations within a WWTP reduce fluctuations in the composition of the effluent during dry weather conditions. Therefore, we consider the grab samples taken to be representative.
The TSS in the effluent of the final clarifier consists mainly of activated sludge (bacteria, algae, eukaryotic microorganisms), as well as a few small sand particles and other inorganic substances. MP must be separated from these residues, as they interfere with the Raman measurement. The sample processing removes these organic and inorganic impurities almost completely. Wolff et al. [12] showed that the recovery rate of fluorescent PE particles within the applied analytical procedure is very good (approx. 66% for the 90–106 µm size class and 90% for the 250–300 µm size class). Furthermore, they [12] showed that most relevant types of polymer are resistant to the oxidative treatment applied.
The majority of available studies did not investigate the recovery rates or the chemical resistance of MP for the specific procedures. This may be due to a lack of available and suitable reference material (MPP and MPF). This issue needs to be addressed by the MP research community. The aim should be to develop reference materials that represent secondary MP (since this is the predominant type) in water/wastewater matrices as realistically as possible. The use of a common reference material in as many research groups as possible would support the development of a standardized procedure since the performance of different analytical procedures could be compared. Currently, the comparability of the results of different studies is very limited. Von der Esch et al. [28] showed a promising approach with the development of a simple manufacturing process for PLA, PET, and PS fragments which have similar morphologies and sizes as particles from wastewater samples. The process is based on a treatment of macroplastics with ultrasound and potassium hydroxide. Furthermore, they [28] showed good reproducibility of the size distribution with their fragmentation procedure. Compared to previous procedures, where, for example, cryogenic grinding was used, this method seems to be quite low in effort. It should be further examined if other commonly used polymer types such as PE and PP can be fragmented as reliably.

4.2. Blank Samples

The consistently low blank values show that the precautions taken to avoid contamination are very effective. On average, the blank values were about 12 times lower than in samples of the final clarifiers and about 6 times lower than in samples of the sand filter effluents from both municipal WWTPs. For the corresponding samples of the PVC manufacturer, this factor was on average 330 and 150. MP made of PE, PP, and PET were identified in the blank samples. A possible source of contamination for PE and PP are chemical containers, which are mostly made of these materials. Contamination by PET is probably mainly due to airborne fibers from synthetic clothing. MP contamination from the tap water used to rinse the sampling device is not relevant since German tap water contains negligible amounts of MP [27,29].

4.3. Sample Aliquotation

The MP PE tracer particles used to validate the aliquotation procedure are spherical, with densities of 0.995 and 1.005 g/cm3. No major differences in recovery rates were found for the investigated size classes and densities. Whether this applies to MP of lower or higher densities (e.g., for PVC with a density of about 1.4 g/cm3) cannot be deduced from the data. This constraint also applies to other particle morphologies and different polymer properties, which were not considered in these experiments. Spherical particles are uncommon for MPP in wastewater matrices. Most studies primarily identified irregularly shaped MPP. The flow pattern of irregularly shaped particles may differ from spherical particles. However, the energy input by stirring is very high, so that friction losses due to rough surfaces and moments of inertia of the particles are negligible due to the small dimensions and low mass. The recovery rate of MPF with aliquoting is unknown, since no reference MPF are available for experimental purposes. In order to further solidify the accuracy of the aliquoting process, more experimental work still needs to be done.

4.4. Statistical Analysis

The high effort of sample preparation allowed only three sampling events to be performed at each sampling point.
A statistical evaluation based on absolute particle numbers is not appropriate for samples with low particle numbers (e.g., effluent of sand filters), which hardly differ from the blank values. For example, the difference between a MP count of 2 and 9 in a sample is not relevant, since contamination with MP from air or chemicals cannot be prevented. The small absolute difference in particle number could be statistically significant for the difference from the blank value, although this is not the case at all.
This also applies to samples with a very high particle concentration, which are extrapolated from small sample volumes and the measurement of subsamples. The inlet samples to the PVC wastewater sand filter contained 1.7×107 (log10-value: 7.23), 3.4×107 (log10-value: 7.53), and 6.2×108 MPP (log10-value: 8.79). Although the particle number in one sample is twice as high as in the other sample, this difference is much smaller than the difference to the third sample, which is more than 20 times higher.

4.5. Microplastics Elimination in Sand Filters

Most MPP in treated municipal wastewater is smaller than 100 µm [12,13,30]. This was confirmed in this study for the final clarifier effluents and the sand filter effluents.
The total number of MP determined in the final clarifier effluents of municipal WWTPs ranged from 6.5 × 102 to 3.0 × 103 m−3 and is in the same magnitude as results of other studies [12,13,24,25,26]. The number of MP in the effluents of the sand filters ranged from 4 to 22 m−3, which is comparable with the results of [13] (cloth filter effluent) and [26] (MBR, sand filter), whereas [25] (ultrafiltration), [24] (MBR), [22] (MBR, sand filter), and [26] (disc filter, dissolved air flotation) detected numbers that were higher by about one log10 scale in the effluents of the respective treatment stages. When comparing the (non-extrapolated) raw MP numbers of the sand filter inflow (Table A2) and the sand filter effluent (Table A3), it is noticeable that within the samples of the sand filter effluent, more polymers were within the blank value range. It appears reasonable that an even larger sample volume be taken in sand filter effluents from municipal WWTPs during future sampling events. This would further increase the accuracy of the statistical evaluation of the significance tests.
The continuous sand filtration of the PVC manufacturer consists of a single media filter bed, which is operated in upflow mode with continuous backwash, while the sand filters of both municipal WWTPs consist of dual media filter beds comprising an additional layer with finer grain size. These dual media filters are operated in downflow mode and with periodical backwash. Despite these differences in design and operation, the elimination rate for MP generally remains > 99% (two log10 scales), when calculated from inflow and outflow counts. This also means that due to the high MP inflow numbers into the sand filter of the PVC manufacturer, the number of MPP in filter effluent is in the dimension of 105 m−3, and therefore considerably higher compared to the WWTP samples in Frankfurt Sindlingen and Mannheim. Considering that the pre-treated PVC process wastewater is further treated in an industrial WWTP, it is likely that these numbers will be further reduced by approximately two log10 scales (assuming that industrial WWTPs including biological treatment have comparable MP elimination rates to municipal WWTPs [10,11,16,17,18]). Thus, the total emitted concentration of MP into the aquatic environment are comparable to those of effluents of municipal WWTPs (without advanced downstream treatment).
The results of this study also indicate that there is no significant difference (ANOVA, single factor, significance level 0.05) in the elimination rate of different MP size classes in sand filters of municipal WWTPs (Figure 10A,B) and the PVC manufacturer (Figure 10C).
Samples from the effluent of the final clarifier in Mannheim (Figure 4A) show a lower MP concentration than samples from the effluent of the final clarifier in Frankfurt Sindlingen (Figure 6A). A possible reason for this is the higher TSS content of the clarifier effluent in Frankfurt Sindlingen. The results within the municipal WWTPs indicate a correlation between TSS and MP concentration (Figure 11). A specific value (nMP/TSS) can be derived from the straight-line equations for both treatment plants. Wastewater of the WWTP Mannheim seems to contain approx. 0.28 nMP/mg TSS, and wastewater of the WWTP Frankfurt Sindlingen contains approx. 0.23 nMP/mg TSS. A linear correlation between TSS and MP concentration was also observed by [10] at seven different WWTPs in China (y = 0.051x − 3.62, R2 = 0.966), but for samples of the inflows of the WWTPs. The determination of TSS is much easier than the determination of MP. Therefore, the relationship between TSS and MP in municipal wastewater should be further investigated. To our knowledge, there are no studies which investigated a correlation between MP and TSS in activated sludge.
The effluent values of the PVC manufacturer are probably not dependent on specific diurnal or weekly variations, but rather on less predictable, production-specific differences. This is confirmed by the widespread nature of the results of the individual samples (Figure 8), which sometimes differ by more than tenfold. Therefore, no mean values and standard deviations were calculated for the results of the PVC manufacturer.
The results of this study indicate that the MP elimination rate by sand filtration is very high. As indicated, average elimination of at least two log10 scales (filter influent—effluent) may be expected. No major difference in the percentage elimination rate was found between the municipal WWTPs and the PVC manufacturer. The calculated elimination rates are slightly higher compared to the results of most other studies that investigated tertiary treatment stages (Table 5). Whether these differences are due to the analytical procedures applied or to the respective differences in the examined treatment stages cannot be deduced from the current data.
Many of these studies identified MP only by light microscopy [23] or by spectroscopic methods after presorting by light microscope [24,25,26]. According to the current state of knowledge, it is known that reliable identification of MP by means of visual inspection is not possible [31,32,33]. Future studies should be focused on spectroscopic or thermoanalytical methods for better comparability.

5. Conclusions

The rate of removal of MP in WWTPs with a downstream filtration stage is very high, which means that less MP are emitted into the rivers. WWTPs are a good sink for MP when the sludge is incinerated. In many countries, it is still common practice to dump sewage sludge containing the entire quantity of separated MP in landfills or to spread it as fertilizer on agricultural areas. The occurrence of MP in agricultural soils has been proven in several studies [34,35]. The state of the art is the incineration of sewage sludge with energy recovery. Phosphorus can be recovered from the ashes of the sewage sludge and used as fertilizer.
A further challenge in wastewater treatment is the presence of micropollutants (e.g., pharmaceuticals or additives to cosmetics) which cannot be completely removed by biological treatment processes. For this reason, more and more WWTPs in Germany upgrade their plants with a downstream treatment stage for the elimination of micropollutants. These treatment stages are separation technologies that often include a final filtration step, e.g., for previously dosed activated carbon loaded with micropollutants. In future studies, various types of advanced treatment stages (e.g., sand filtration, MBR, etc.) should be further investigated for their MP elimination efficiency. These findings must be taken into account when designing and implementing downstream treatment stages in WWTPs.

Supplementary Materials

The following are available online at https://www.mdpi.com/2073-4441/13/1/33/s1.

Author Contributions

Conceptualization, S.W. and J.K.; funding acquisition, J.K. and M.E.; project administration, J.K. and M.E.; methodology, S.W. and F.W.; formal analysis, S.W. and F.W.; investigation, S.W., M.W. and L.B.; data curation, S.W.; writing—original draft preparation, S.W.; writing—review & editing, J.K. and M.E.; visualization, S.W.; supervision, J.K.; All authors have read and agreed to the published version of the manuscript.

Funding

This study is part of the joint project “EmiStop” (grant number: 02WPL1444C) funded by the German Federal Ministry of Education and Research (BMBF) as part of the research focus.

Data Availability Statement

The data presented in this study are fully available in this article (including Appendix A and the Supplementary Data (statistical analysis)).

Acknowledgments

Further thanks go to the operators of the WWTPs Frankfurt Sindlingen and Mannheim and the PVC manufacturer for their permission of the sampling and their on-site support.

Conflicts of Interest

The authors declare no conflict of interest. The funders had no role in the design of the study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, or in the decision to publish the results.

Appendix A

Table
Table A1. TSS concentration of sand filter influent and effluent samples during each sampling event at the Mannheim and Frankfurt Sindlingen WWTPs.
Table A1. TSS concentration of sand filter influent and effluent samples during each sampling event at the Mannheim and Frankfurt Sindlingen WWTPs.
SiteSample LocationTSS (mg/L)
Sample No. 1Sample No. 2Sample No. 3
Mannheim WWTPbefore sand filter128.013
after sand filter3.01.30.8
Frankfurt Sindlingen WWTPbefore sand filter3.53.05.8
after sand filter0.20.10.2
Table
Table A2. Non-extrapolated numbers of MPP and MPF identified in the sand filter influent of each sample of the Mannheim WWTP (A), the Frankfurt Sindlingen WWTP (B), and the PVC manufacturer’s plant (C).
Table A2. Non-extrapolated numbers of MPP and MPF identified in the sand filter influent of each sample of the Mannheim WWTP (A), the Frankfurt Sindlingen WWTP (B), and the PVC manufacturer’s plant (C).
ASample 1Sample 2Sample 3
MPPMPFMPPMPFMPPMPF
Size Class [µm]PEPETPPPSPVCPETPPPEPETPPPSPVCPETPPPEPETPPPSPVCPETPP
< 5000–1000201102011100102010020
< 1000–5001012002050100207000010
< 500–100145930180146620919371040
< 100–509113301043430004352000
< 50–10160200013210004261000
BSample 1Sample 2Sample 3
MPPMPFMPPMPFMPPMPF
Size Class [µm]PEPETPPPSPVCPETPPPEPETPPPSPVCPETPPPEPETPPPSPVCPETPP
< 5000–1000002000020000003010001
< 1000–500301001020100301010011
< 500–1001954006080800007050025
< 100–50342100040230000010001
< 50–101303200001310005001000
CSample 1Sample 2Sample 3
MPPMPFMPPMPFMPPMPF
Size Class [µm]PEPETPPPSPVCPETPPPEPETPPPSPVCPETPPPEPETPPPSPVCPETPP
< 5000–1000000000000000000000000
< 1000–500000000000000000000000
< 500–100000043000000560000007800
< 100–500000320000009500000022000
< 50–1000002030000001083000000331800
Not significant above the blank value.
Table
Table A3. Non-extrapolated numbers of MPP and MPF identified in the sand filter effluent of each sample of the Mannheim WWTP (A), the Frankfurt Sindlingen WWTP (B), and the PVC manufacturer’s plant (C).
Table A3. Non-extrapolated numbers of MPP and MPF identified in the sand filter effluent of each sample of the Mannheim WWTP (A), the Frankfurt Sindlingen WWTP (B), and the PVC manufacturer’s plant (C).
ASample 1Sample 2Sample 3
MPPMPFMPPMPFMPPMPF
Size Class [µm]PEPETPPPSPVCPETPPPEPETPPPSPVCPETPPPEPETPPPSPVCPETPP
< 5000–1000000000000000000000000
< 1000–500001000000000000000000
< 500–100533001140000001110000
< 100–50441000020000002000000
< 50–10900000020000004000000
BSample 1Sample 2Sample 3
MPPMPFMPPMPFMPPMPF
Size Class [µm]PEPETPPPSPVCPETPPPEPETPPPSPVCPETPPPEPETPPPSPVCPETPP
< 5000–1000000001000000100000010
< 1000–500100002000000100020000
< 500–10026320300000010260180030
< 100–506401000001100024010000
< 50–10112100011000008010000
CSample 1Sample 2Sample 3
MPPMPFMPPMPFMPPMPF
Size Class [µm]PEPETPPPSPVCPETPPPEPETPPPSPVCPETPPPEPETPPPSPVCPETPP
< 5000–1000000000000000000000000
< 1000–500000000000000000000000
< 500–1000000104000000960000001600
< 100–500000670000001910000004700
< 50–10000037900000053800000079700
Not significant above the blank value.

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Water 13 00033 g001 550
Figure 1. Flow diagram of an exemplary municipal wastewater treatment plant (WWTP) with a downstream sand filter and the respective sampling locations (before and after sand filter—1 and 2).
Figure 1. Flow diagram of an exemplary municipal wastewater treatment plant (WWTP) with a downstream sand filter and the respective sampling locations (before and after sand filter—1 and 2).
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Water 13 00033 g002 550
Figure 2. Exemplary setup of the flow-breaker construction ((A): side-view—(B): top-view).
Figure 2. Exemplary setup of the flow-breaker construction ((A): side-view—(B): top-view).
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Figure 3. Partially analyzed filter area (exemplary checkerboard pattern).
Figure 3. Partially analyzed filter area (exemplary checkerboard pattern).
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Figure 4. Average number of identified microplastic particles (MPP) and microplastic fibers (MPF) of samples 1–3 in treated wastewater of Mannheim WWTP in final clarifier effluent (A) and sand filter effluent (B).
Figure 4. Average number of identified microplastic particles (MPP) and microplastic fibers (MPF) of samples 1–3 in treated wastewater of Mannheim WWTP in final clarifier effluent (A) and sand filter effluent (B).
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Water 13 00033 g005 550
Figure 5. Average MPP polymer- and size distribution of the final clarifier effluent (A) and sand filter effluent (B) and average MPF polymer- and size distribution of the final clarifier effluent (C) and sand filter effluent (D) of the of the Mannheim WWTP.
Figure 5. Average MPP polymer- and size distribution of the final clarifier effluent (A) and sand filter effluent (B) and average MPF polymer- and size distribution of the final clarifier effluent (C) and sand filter effluent (D) of the of the Mannheim WWTP.
Water 13 00033 g005
Water 13 00033 g006 550
Figure 6. Average number of identified MPP and MPF of samples 1–3 in treated wastewater of Frankfurt Sindlingen WWTP in final clarifier effluent (A) and sand filter effluent (B).
Figure 6. Average number of identified MPP and MPF of samples 1–3 in treated wastewater of Frankfurt Sindlingen WWTP in final clarifier effluent (A) and sand filter effluent (B).
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Water 13 00033 g007 550
Figure 7. Average MPP polymer- and size distribution of the final clarifier effluent (A) and sand filter effluent (B) and average MPF polymer- and size distribution of the final clarifier effluent (C) and sand filter effluent (D) of the Frankfurt Sindlingen WWTP.
Figure 7. Average MPP polymer- and size distribution of the final clarifier effluent (A) and sand filter effluent (B) and average MPF polymer- and size distribution of the final clarifier effluent (C) and sand filter effluent (D) of the Frankfurt Sindlingen WWTP.
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Water 13 00033 g008 550
Figure 8. Identified polyvinyl chloride (PVC) MPP of samples 1–3 in process wastewater of a PVC manufacturer in the sand filter influent (A) and sand filter effluent (B); MPP polymer- and size distribution in samples 1–3 of the sand filter influent (C) and sand filter effluent (D) of the PVC manufacturer’s process wastewater.
Figure 8. Identified polyvinyl chloride (PVC) MPP of samples 1–3 in process wastewater of a PVC manufacturer in the sand filter influent (A) and sand filter effluent (B); MPP polymer- and size distribution in samples 1–3 of the sand filter influent (C) and sand filter effluent (D) of the PVC manufacturer’s process wastewater.
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Figure 9. Identified MPP and MPF in blank samples 1–8 (not extrapolated).
Figure 9. Identified MPP and MPF in blank samples 1–8 (not extrapolated).
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Figure 10. Average MPP elimination rates of all samples for each size class at the Frankfurt Sindlingen WWTP (A), Mannheim WWTP (B), and PVC manufacturer’s plant (C).
Figure 10. Average MPP elimination rates of all samples for each size class at the Frankfurt Sindlingen WWTP (A), Mannheim WWTP (B), and PVC manufacturer’s plant (C).
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Figure 11. Correlation between microplastic (MP) concentration and total suspended solids (TSS) of all samples from the Mannheim WWTP and the Frankfurt Sindlingen WWTP.
Figure 11. Correlation between microplastic (MP) concentration and total suspended solids (TSS) of all samples from the Mannheim WWTP and the Frankfurt Sindlingen WWTP.
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Table
Table 1. Exact volumes of collected samples at each site.
Table 1. Exact volumes of collected samples at each site.
SiteSample LocationSample Volume (L)
Sample No. 1Sample No. 2Sample No. 3
Frankfurt Sindlingenbefore sand filter303118
after sand filter229722352233
Mannheimbefore sand filter19015557
after sand filter253025112467
PVC manufacturerbefore sand filter1.01.167
after sand filter1000613463
Table
Table 2. Number of added tracer particles for validation of the recovery rates of the aliquoting.
Table 2. Number of added tracer particles for validation of the recovery rates of the aliquoting.
Size Class (µm)Tracer Particles (n)
22–271130
45–531100
90–1061400
Table
Table 3. Analyzed sample volumes of industrial samples extrapolated from the aliquots.
Table 3. Analyzed sample volumes of industrial samples extrapolated from the aliquots.
SiteSample LocationSample Volume (L)
Sample No. 1Sample No. 2Sample No. 3
PVC manufacturerbefore sand filter0.033.90 × 10−30.228
after sand filter6.604.233.47
Table
Table 4. Validation of sample splitting procedure with different size classes.
Table 4. Validation of sample splitting procedure with different size classes.
Size Class (µm)
22–2745–5390–106
Aliquot No.123456123456123456
Desired Value (nMPP)515151434444494950434444646464585858
Measured Value (nMPP)535347393437494444284844625256665751
Recovery Rate (%)104104929177841009088651091009781881149888
Average Recovery Rate (%)92 ± 5.392 ± 7.694 ± 5.7
Table
Table 5. Comparison of MP elimination of different tertiary treatment stages within various studies.
Table 5. Comparison of MP elimination of different tertiary treatment stages within various studies.
Tertiary Treatment ProcessStudyMP EliminationRate (%)
Sand FiltrationTalvitie et al. (2017)[26]97.1
Hidayaturrahman and Lee (2019)[23]73.8
This study (Mannheim WWTP)99.2
This study (Frankfurt Sindlingen WWTP)99.4
This study (PVC manufacturer sample #1)99.2
This study (PVC manufacturer sample #2)99.9
This study (PVC manufacturer sample #3)99.2
MBRTalvitie et al. (2017)[26]99.9
Lares et al. (2018)[24]60.0
Hidayaturrahman and Lee (2019)[23]79.4
UltrafiltrationYang et al. (2019)[25]71.7
Disc FilterTalvitie et al. (2017)[26]98.5
Cloth FilterMintenig et al. (2017)[13]97.3
Dissolved Air FlotationTalvitie et al. (2017)[26]95.0
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Wolff, S.; Weber, F.; Kerpen, J.; Winklhofer, M.; Engelhart, M.; Barkmann, L. Elimination of Microplastics by Downstream Sand Filters in Wastewater Treatment. Water 2021, 13, 33. https://doi.org/10.3390/w13010033

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Wolff S, Weber F, Kerpen J, Winklhofer M, Engelhart M, Barkmann L. Elimination of Microplastics by Downstream Sand Filters in Wastewater Treatment. Water. 2021; 13(1):33. https://doi.org/10.3390/w13010033

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Wolff, Sebastian, Felix Weber, Jutta Kerpen, Miriam Winklhofer, Markus Engelhart, and Luisa Barkmann. 2021. "Elimination of Microplastics by Downstream Sand Filters in Wastewater Treatment" Water 13, no. 1: 33. https://doi.org/10.3390/w13010033

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