Investigation site
The field study was performed at WWTP Wolfsburg-Hattorf, Germany, located at a rural and sparsely populated area gathering on average 396,000 m3 wastewater per year corresponding to a 6200 population equivalent (Bliedung et al. 2019, 2020). Here, a modular wastewater treatment system with different treatment technologies was installed to produce reclaimed water of different qualities for the use in hydroponic lettuce cultivation (Lactuca sativa L. var. Hawking RZ, Salanova; Rijk Zwaan Welver GmbH, Welver, Germany).
The basic wastewater treatment was performed, on the one hand, in the conventional WWTP (Fig. 1). The mechanical cleaning of debris and sand took place in a compact grit chamber. Subsequently, wastewater from this primary effluent was introduced into the aeration tank equipped with a biological phosphorus removal and an intermittent nitrification/denitrification unit supplied via tube aeration. Flocculants for phosphorous precipitation were added into the aeration tank. Then, wastewater was transferred to the secondary settling tank and finally to two tertiary treatment ponds before released into the outfall ditch.
On the other hand, as an alternative for low-capacity WWTP, the wastewater from the grit chamber was anaerobically treated first in an expanded granular sludge bed reactor (EGSB, volume, 0.3 m3; flow rate, 30–70 L h−1; hydraulic retention times, 4.5–10.5 h; ACS-Umwelttechnik GmbH Co. KG, Rielasingen-Worblingen, Germany). This process technology depletes organic substances without losses of ammonium and phosphorus compounds. Secondly, a sequencing batch reactor (SBR, volume, 0.96 m3; 1/3 volume of exchange; Technische Universität Braunschweig, Institute of Sanitary and Environmental Engineering, Braunschweig, Germany) operating under aerobic conditions was passed. Here, aerating and settling targeted at efficient nitrification. Denitrification and phosphorus removal, however, were dispensed with in order to reserve these macronutrients for reclaimed water use in the hydroponic system.
Advanced wastewater treatment technologies focused on ozonation and BACF. For ozonation as an already established technology (Luo et al. 2014; Margot et al. 2013; Pesqueira et al. 2020), wastewater from the secondary settling tank of the WWTP was transferred to an ozone reactor (volume, 0.30 m3; O3 dose, 8–9 g m−3; wastewater flow rate, 1.5 m3 h−1; Xylem Services GmbH, Herford, Germany). In contrast to practically relevant adsorption on powdered or granular activated carbon, a BACF reactor was applied at pilot scale (volume, 0.14 m3; flow rate, 30–60 L h−1; empty bed contact time, 2–4 h; Technische Universität Braunschweig, Institute of Sanitary and Environmental Engineering, Braunschweig, Germany). It was filled with 100 L granular activated carbon (Epibon A 4 × 8, 2.36–4.75 mm; Donau Carbon GmbH, Frankfurt, Germany) which had been exposed for 2 months before use to the WWTP effluent to cover the specific surfaces with biofilms allowing for sorption and biotransformation as simultaneously occurring processes for the removal of micropollutants (Rattier et al. 2012; Simpson 2008). During the experiments, the BACF system was flowed through with wastewater from the EGSB/SBR system at 30 L h−1 corresponding to 3000 bed volumes in the BACF reactor per year.
The hydroponic system was installed in a foil greenhouse allowing for air circulation at ambient temperature and natural sunlight illumination. It was operated as nutrient flow systems in PVC tubes (8 m length, 10 cm i.d.) with Line A, supplied with effluent from the secondary settling tank; Line B, supplied with effluent from the secondary settling tank after ozonation; Line C, supplied with the effluent of the EGSB/SBR system; and Line D, supplied with the effluent of the EGSB/SBR system after BACF (Fig. 1). A reference line was supplied with an adapted hydroponic nutrient solution (Epstein and Bloom 2005).
These tubes were installed without slope and equipped with drill holes for the lettuce plants (68 and 36 lettuce plants per tube in 2017 and 2018, respectively). Into these holes, 20-day-old seedlings were set. The tubes were filled with the reclaimed water to 2/3 for permanent rinsing of the lettuce roots. In 2017, the supply of the lettuce plants with reclaimed waters of different qualities was conducted in a flow-through mode, while in 2018 the reclaimed waters were periodically recycled for a more efficient exploitation of nutrients by the lettuce (feed & deplete mode; Bliedung et al. 2020). Surplus reclaimed waters were guided back into the WWTP aeration tank.
Sampling activities
Sampling of treatment specific wastewater was conducted in 5 campaigns from September until November 2017 and in 6 campaigns from May until October 2018. Sampling positions were at the effluents of the grit chamber, secondary settling tank, ozone reactor, EGSB, SBR, BACF, and Line A to Line D of the hydroponic system. For analytical quality assurance, the influents were partly sampled as well. From the different wastewater lines, 10 random samples at minimum were taken per campaign assuming a homogeneous distribution of the micropollutants in wastewater due to efficient mixing and sufficiently long hydraulic retention times in the respective wastewater lines. In order to check for sampling quality, a 24-h composite sample was additionally taken during one day using an automatic sampler (Typ TPI, MAXX Mess- und Probenahmetechnik GmbH, Rangendingen, Germany) from the effluent of the grit chamber proving that both sampling activities led to matching results with differences of ± 24% for the target compounds. In order to check for the intraday variability of the wastewater pollution with the target compounds in the effluent of the grit chamber, 5 composite samples within 24 h were automatically taken and individually analyzed. A pollution evenly distributed was found. Average differences in the concentrations amounted for ± 31%.
During sampling at each wastewater line, 2-L wastewater samples were taken using a beaker and intermediately filled into 1-L ground-joint amber glass bottles. Directly thereafter, the samples were filtrated < 0.45 μm under low pressure (Pump SM 162/63/67, Sartorius, Göttingen, Germany) using glass fiber filters (MN 85/70 BF, Machery & Nagel, Düren, Germany) and filled into 1-L amber glass bottles which were transported in cooling boxes to the laboratory. There, the samples were stored at 4 °C for 3 days at maximum until analysis.
At harvest times in 2017 and 2018, respectively, 8 of 68 or 8 of 36 lettuce plants were sampled from the reference line and 4 of 68 or 4 of 36 ones from Line A to Line D of the hydroponic system corresponding with the respective wastewater treatment lines. The lettuce plants separated into shoots and roots were packed into freezer bags, transported in cooling boxes to the laboratory and stored there at − 20 °C until analysis.
Wastewater analysis
According to Al-Tarawneh et al. (2015), the wastewater samples were analyzed for selected micropollutants often found in municipal wastewaters (Bahlmann et al. 2014; Castronovo et al. 2017; Jekel et al. 2015; Reemtsma et al. 2010; Ternes et al. 2007). Target compounds were acesulfame (sweetener), caffeine (stimulant), carbamazepine, diclofenac, ibuprofen, sulfamethoxazole and the corresponding metabolite acetyl-sulfamethoxazole (human pharmaceuticals), 1H-benzotriazole, and 4/5-methylbenzotriazole (industrial chemicals). Due to the analytical method applied, the methylbenzotriazole isomers are not distinguishable neither by retention times nor by mass transitions. Therefore, both are considered as a pair of target compounds (Riemenschneider et al. 2016). From these reference chemicals purchased from Dr. Ehrenstorfer (Augsburg, Germany), Sigma-Aldrich (Steinheim, Germany), HPC Standard GmbH (Cunnersdorf, Germany), or Riedel-de Haën (Seelze, Germany), single stock and mixed working standard solutions were prepared in methanol or acetonitrile (both LC grade, VWR Chemicals, Fontenay-sous-Bois, France) and stored at − 20 °C.
The 250-mL aliquots of the wastewater samples were transferred into 250-mL narrow mouth bottles. Formic acid (MS grade, Sigma-Aldrich, Steinheim, Germany) was added to adjust pH 4. Then, carbamazepine-d10 (10 μL from 10 ng/μL, HPC, Cunnersdorf, Germany) was spiked as the surrogate standard in order to check for losses during the sample preparation procedure. Across all wastewater samples, recoveries reached 97 ± 16%, revealing high quality of this sample preparation procedure. For solid-phase extraction (SPE), hydrophilic/lipophilic-balance cartridges (HLB, 500 mg, Waters, Eschborn, Germany) were applied. After conditioning the HLB cartridges with 5-mL methanol and 10-mL demineralized water acidified to pH 4 with formic acid, the wastewater samples percolated through at a flow rate of 3–4 mL min−1. After rinsing and 15-min low-pressure drying of the HLB cartridges, elution with 3 × 4 mL methanol followed. The pooled extracts were evaporated to < 0.5 mL in a gentle stream of nitrogen. The residues were reconstituted in 1 mL water/acetonitrile (50/50) with 0.1% formic acid. These analytical solutions were microfiltrated (0.2 μm, Chromafil PET-20/25, Machery & Nagel, Düren, Germany) into amber glass vials and stored at − 20 °C until analysis.
LC/MS/MS analysis was performed using a LC 1200 SL Series with degasser, binary pump, autosampler, and column oven (Agilent Technologies, Waldbronn, Germany) coupled to a 4000 QTrap tandem mass spectrometer (AB Sciex, Darmstadt, Germany) equipped with an electrospray ionization source (ESI, +/−). Chromatographic separation was achieved using a Zorbax Eclipse Plus C18 column (100 mm, 2.1 mm, 1.8 μm, guard column: 5 mm; Agilent Technologies, Waldbronn, Germany) at 20 °C. Eluents were A: water/acetonitrile (90/10) and B: acetonitrile/methanol (1/1), both added with 0.01% formic acid. The LC gradient program was time [min] / B [%]: 0/10, 15/100, 16/10, 28/10. Injection volume was 3 μL. Flow rate was 400 μL min−1. Target compound analysis was performed in multiple reaction monitoring (MRM) mode. Besides the retention times, identification focused on target compound specific mass transitions from precursor to 2 product ions to reach 4 identification points (EC 2002). In order to compensate matrix effects caused by different treatment specific wastewater qualities, single-point standard addition was consequently applied for quantitation. Furthermore, the quantifier/qualifier ion ratios (± 20%) and signal/noise ratios (S/NQUAN, ≥ 10; S/NQUAL, ≥ 3) were considered relevant for every target compound in every analytical run.
For analytical quality assurance, fortification experiments were conducted. Due to the lack of target compound free wastewater samples (zero samples), the method quantitation limits (MQL) were determined in tap water fully aware of the possible impact of matrix effects particularly on lowest determinable concentrations of the target compounds in real wastewater samples. Thus, highest matrix effects are expected particularly in the high-matrix loaded samples of the grit chamber effluent where, however, the target compounds occurred at concentrations definitively above MQL. These MQL reached from 0.002 μg L−1 for carbamazepine to 0.2 μg L−1 water for ibuprofen (Table 1).
Table 1 Average concentrations of selected micropollutants in wastewater before/after biological treatment in the aeration tank and in the hydroponic system Line A operated in flow-through mode in 2017 Lettuce analysis
According to Riemenschneider et al. (2016), target compound analysis was performed for lettuce shoot and root samples. The unwashed samples were treated with liquid nitrogen, crushed with scissors and subsequently lyophilized (Alpha 1-2 LDplus, Christ, Osterode, Germany). Liquid nitrogen treated again, lyophilized shoot and root samples were pestled. The 0.5-g aliquots were transferred into centrifugation vials and spiked with the surrogate standard carbamazepine-d10. Across all lettuce samples, recoveries reached 101 ± 8% revealing high quality of the sample preparation procedure. After addition of 10-mL methanol, the samples were extracted on a horizontal shaker (KS 10 Digi, Bühler, Bodelshausen, Germany) at 300 rpm for 30 min followed by an ultrasound assisted extraction (Sonorex TK 52, Allpax, Papenburg, Germany) for 15 min. Thereafter, the suspensions were centrifuged (Megafuge 16R, Thermo Scientific, Dreieich, Germany) at 4000 g for 15 min. The supernatants were sequently microfiltrated at < 0.45 μm and < 0.20 μm using syringe filter units (20-mL disposable syringes; B. Braun Melsungen AG, Melsungen, Germany, Chromafil PET-45/25, Machery & Nagel, Düren, Germany).
Finally, the analytical solutions were LC/MS/MS analyzed as already described for wastewater analysis. As achieved in fortification experiments with lettuce shoot and root samples from the non-polluted reference line, MQL reached from 5 μg kg−1 dw for carbamazepine to 500 μg kg−1 dw for ibuprofen (Table 1).