Introduction

Phosphorus stimulates biological productivity in water bodies and together with nitrogen, at elevated concentrations, leads to eutrophication. There are two major inputs of phosphorus into surface waters—runoffs from agricultural areas and wastewater discharges. Conventional continuously aerated activated sludge systems, designed principally to eliminate organic matter [expressed as chemical oxygen demand (COD) or biological oxygen demand (BOD)], produce effluents with high residual phosphorus level, which do not meet stringent regulations for wastewater discharge (Jenkins and Wanner 2014).

Wastewater treatment systems have evolved to address efficient elimination of nitrogen and phosphorus. One of the worldwide used strategies to decrease phosphorus concentration in effluent is enhanced biological phosphorus removal (EBPR), and another promising alternative option is microalga wastewater treatment systems. The latter suffers from inconsistent light intensity or wavelength, which is the main obstacle to be overcome for successful upscaling of this process (Yan et al. 2013; Yan and Zheng 2014).

EBPR process is based on circulation of activated sludge through anaerobic and aerobic conditions to enrich polyphosphate-accumulating organisms (PAOs). PAOs take up readily degradable organic substrates anaerobically and store them as polyhydroxyalkanoates (PHAs) using energy from the cleavage of intracellularly stored polyphosphate (poly-P). In aerobic conditions, PAOs use the stored PHAs for biomass synthesis and excessive phosphate uptake to replenish the depleted poly-P pool. Phosphorus is eliminated by removal of waste activated sludge with high poly-P content (Seviour and Nielsen 2010).

The candidate PAOs include ‘Candidatus Accumulibacter phosphatis’ (hereafter called Accumulibacter), Tetrasphaera-related organisms (Actinobacteria) and ‘Candidatus Halomonas phosphatis’ (hereafter called Halomonas) (Seviour and Nielsen 2010; Nguyen et al. 2011, 2012; Jenkins and Wanner 2014). However, glycogen-accumulating organisms (GAOs) are also able to proliferate in EBPR systems. GAOs take up anaerobically organics, but they use glycogen as source of energy, which results in deterioration of EBPR process. Two main groups of GAOs are alphaproteobacterial Defluviicoccus vanus-related bacteria and gammaproteobacterial ‘Candidatus Competibacter phosphatis’ (hereafter called Competibacter), both competing with PAO for substrates under anaerobic conditions (Seviour and Nielsen 2010; Jenkins and Wanner 2014).

Aerobic granular sludge (AGS) is an attractive alternative for flocculent activated sludge. This technology provides excellent settleability, high biomass concentration, retention of slow-growing microorganisms and resistance to loading and toxic shocks. Therefore, it can be successfully used not only for nitrogen and phosphorus removal (Wang et al. 2014; Wei et al. 2014), but also for industrial wastewater treatment (Bumbac et al. 2015) and toxic organic compound degradation (Zhu et al. 2014). Community structure in aerobic granules is one of the most interesting topics for researchers (de Kreuk and van Loosdrecht 2004; de Kreuk et al. 2007; Lee et al. 2010; Weissbrodt et al. 2013).

The efficiency of EBPR is strongly dependent on the availability of appropriate carbon sources (Drewnowski and Makinia 2014). COD/P ratio affects the structure of bacterial communities involved in EBPR; however, majority of studies on PAO–GAO selection have been carried out on flocculent activated sludge as reviewed by Oehmen et al. (2007). Very little knowledge is available on the PAO–GAO competition in AGS (de Kreuk and van Loosdrecht 2004; Lemaire et al. 2008; Ahn et al. 2009; Winkler et al. 2011; Weissbrodt et al. 2013). Lots of surveys focused on factors that influence granule formation and stability (Lee et al. 2010).

This research provides important information for understanding the structure of microbial communities in AGS involved in phosphorus removal. Changes in bacterial abundance were monitored using the recently developed oligonucleotide probes for PAOs and GAOs, including those targeting Tetrasphaera-related PAOs (Nguyen et al. 2011), Halomonas (Nguyen et al. 2012) and Defluviicoccus-related cluster 3 (Nittami et al. 2009). It was proved that formation of strong granules and performance of the granular sludge reactor were strongly affected by COD/P ratio. PAO and GAO selection in AGS was significantly influenced by the availability of phosphorus in wastewater in relation to COD. The obtained results provide useful knowledge of factors that govern PAO–GAO competition in AGS and could be crucial to promote effective phosphorus removal based on granular sludge technology. The research was carried out from October 2012 to July 2013 at Department of Biology, Warsaw University of Technology, Poland.

Materials and methods

Reactor operation and wastewater

A laboratory-scale granular sequencing batch reactor (GSBR) with a working volume of 6.9 l (Muszyński et al. 2013) was inoculated with activated sludge from a full-scale wastewater treatment plant (WWTP) in Babice (near Warsaw, Poland). The WWTP was configured as anaerobic–anoxic–aerobic (A2O) process with a pre-denitrification step and treated typical municipal wastewater (corresponding to 6000 population equivalent), achieving efficient EBPR. An average influent had COD of 1100 mg O2/l, a total P of 23 and N of 83 mg/l. Average values of COD, total P and N for effluent were 34, 14 and 0.3 mg/l, respectively (all data provided by the plant operator).

The GSBR was operated for over 8 months. Initially the reactor cycle consisted of an anoxic/anaerobic period of 120 min (including 10 min of filling), an aerobic period of 190 min, a settling period of 40 min and a decantation period (half of the working volume) of 10 min. AGS was cultured by shortening the settling time from 40 to 6 min (by 2 min per day) and extending the aerobic period to 224 min. This resulted in a 6-h cycle and a hydraulic retention time (HRT) of 12 h. At the end of the aerobic period, the excess sludge was withdrawn once a day as mixed liquor to maintain solids’ retention time (SRT) of 8–18 days and mixed liquor suspended solids (MLSS) of 3–4 g/l. The dissolved oxygen concentration was maintained at 2–4 mg/l during the aerobic period, while during the anoxic/anaerobic phase, the reactor content was mechanically stirred (40 rpm).

The GSBR was operated in two runs with different COD/P ratios in the feed—15:1 (first run) and 100:1 (second run). The feed to the GSBR was similar to the synthetic medium used by Lu et al. (2006). It was prepared daily using stock solutions and contained (mg per litre): 770 CH3COONa, 1.5 peptone, 1.5 yeast, 153 NH4Cl, 180 MgSO4·7H2O, 21.5 CaCl2, 0.9 FeCl3·6H2O, 0.09 H3BO3, 0.018 CuSO4·5H2O, 0.108 KI, 0.072 MnCl2·4H2O, 0.036 Na2MoO4·2H2O, 0.072 ZnSO4·7H2O, 0.09 CoCl2·6H2O and 6 EDTA. Concentrations of K2HPO4 and KH2PO4 were 112 and 88 mg/l in the first run and 16.8 and 12.2 mg/l in the second run. The GSBR was operated for 171 and 94 days in the first and second runs, respectively, to achieve steady-state conditions without marked changes in effluent parameters within 2 weeks. On the last day of each run (in steady-state conditions), anaerobic phosphorus release (Prel) and dissolved organic carbon uptake (DOCupt) tests were performed. For this purpose, orthophosphate (PO4-P) and DOC concentrations in the GSBR have been measured every 10 min during the anaerobic phase. FISH analyses and poly-P granule visualizations were performed for seeding sludge and AGS in the GSBR on the last day of each run. Properties of flocs and granules had been examined weekly using light microscopy.

Microscopic analyses

FISH analyses were carried out to investigate PAO and GAO populations in seeding sludge and AGS in the GSBR. All procedures were performed according to Nielsen et al. (2009). The 6-Fam-labelled general EUBmix probe (equimolar mixture of EUB338, EUB338II and EUB338III) was used to target the entire bacterial community. For PAO detection, the specific probes were applied as follows: PAOmix (PAO462, PAO651 and PAO846) targeting most Accumulibacter, Acc-I-444 (Accumulibacter clades IA and others), Acc-II-444 (Accumulibacter clades IIA, IIC and IID), Hal180 (Halomonas), Actino-221 (Tetrasphaera Type 1), Actino-658 (Tetrasphaera type 2) and Tet1-266, Tet2-892, Tet2-174, Tet3-654 targeting Tetrasphaera clades 1, 2A, 2B and 3, respectively. The more broadly specific Pse136 probe was applied in a hierarchal approach to decrease the possibility of false positives for probe Hal180. GAOs were identified with specific probes: GB targeting most Competibacter, DF1mix (TFO_DF218 and TFO_DF618), DF2mix (DF988 and DF1020) and DF198 targeting Defluviicoccus vanus-related TFO clusters 1, 2 and 3, respectively. G123T probe was used for detection of Thiothrix/021N group. All specific probes were labelled with Cy3. Detailed information about the probes used is given in probeBase (Loy et al. 2003). Twenty separate images for each probe used were captured with a Nikon Eclipse 50i microscope, and percentage abundance of specific bacteria was then calculated as described by Muszyński et al. (2013). Presence of poly-P granules in bacterial cells was tested by DAPI staining (1 μg/ml, 1 h) as described by Zilles et al. (2002).

Visual characterization of sludge samples was performed using Nikon Eclipse 80i microscope. Size of sludge flocs and granules was measured using NIS-Elements AR (Nikon) software and was expressed as means of 100 separate measurements for length and width.

Chemical analyses

DOC was measured by a TOC analyzer TOC-5000 (Shimadzu, Japan). Soluble orthophosphate (PO4-P) and COD were determined spectrophotometrically by the use of standard LCK vial test kits (HACH-Lange). Sludge volume index (SVI), mixed liquor suspended solid (MLSS) and mixed liquor volatile suspended solid (MLVSS) weight were determined at the end of the aerobic periods in accordance with Standard Methods (1999).

Results and discussion

Formation and characteristics of granules in response to different COD/P ratios

The GSBR was seeded with flocculent activated sludge. First, irregular granules (138 ± 6 and 49 ± 8 μm of length and width, respectively) were observed after 2 weeks of operation in the first run. No single mechanism is responsible for formation of aerobic granules—this process is strongly influenced by different parameters and factors, like substrate composition, organic loading rate, feeding strategy (feast and famine periods), reactor design, hydrodynamics, settling time, exchange ratio and aeration intensity (Lee et al. 2010). However, a critical parameter seems to be short settling time required to retain particles with good settleability. Lemaire et al. (2008) operated a laboratory-scale GSBR for 870 days with no granule formation before shortening the settling time from 40 to 5 min. In research presented in this article, first granules appeared after decreasing the settling time to 12 min. Their size successively increased to 296 ± 13 μm of length and 244 ± 14 μm of width after 2 months when the settling time was gradually decreased to 6 min. The length did not change significantly till the end of the first run, but the granules became more dense and regular—the aspect ratio changed from 3 to about 1.2. The settling properties improved, and SVI decreased from 140 ml/g (seeding sludge) to below 30 ml/g on day 171. Ahn et al. (2009) showed that dimensions and structure of aerobic granules in a laboratory-scale anaerobic–aerobic GSBR strictly depended on pH value. When pH fell from 7.5 to 6.5, the granules increased in size from 200 to 2000–3000 μm and were regularly spherical with smooth outer surfaces.

When the COD/P ratio was increased from 15:1 to 100:1 in the second run, the granules got bigger (420 ± 22 μm in width and 544 ± 19 μm in length), but deterioration of the settling properties was observed (SVI increased to 95 ml/g on day 94 of the second run). A similar effect was observed by Lin et al. (2003)—the size of granules exhibited a decreasing trend with the decrease in substrate COD/P ratio, while the structure of granules became more compact and denser resulting in lower SVI of microbial granules. The results of the present research confirmed that more compact aggregates are obtained at lower COD/P ratios. It should be mentioned that SVI of the granules in the second run of this study was in the range 50–100 ml/g, reported for non-P-accumulating aerobic granules (Lin et al. 2003). Sedimentation of biomass took place after the aeration period; therefore, granules dominated by PAOs contained high amounts of poly-P, which improved settling properties in comparison with GAO-dominated granules. PAOs are prevalent at the bottom of reactors, whereas GAOs dominate at the top. Based on this observation, Winkler et al. (2011) proposed selective sludge removal from GSBR as a strategy to control PAO–GAO competition. In the present study, excess sludge was withdrawn at the end of the aerobic period from the middle part of the GSBR, to avoid applying another parameter (apart from COD/P ratio in the influent) influencing PAO and GAO communities.

The deterioration of settling properties, observed in the second run, was mainly due to growth of filamentous organisms. The granules exhibited characteristic filamentous outer structure (rosettes) despite maintaining the same operational parameters except for lower P concentration in the influent. Filamentous bacteria belonged to Thiothrix/021N and accounted for 7 ± 3 % of all bacteria identified by probe EUBmix on the last day of the second run, whereas they were not detected in the first run neither in the seeding sludge. Thiothrix were dominating filamentous bacteria in GSBR treating brewery wastewater; the granules were extremely big and fluffy, and they did not settle properly and caused bulking problems in the reactor (Weber et al. 2007). However, Li et al. (2014) found Thiothrix as dominant filamentous bacteria in aerobic granules without negative impact on settling velocity. Several other studies also reported deterioration of settling properties of AGS, associated with overgrowth of filamentous bacteria (Liu and Liu 2006; Weissbrodt et al. 2012).

Changes in PAO–GAO population: first run (COD/P = 15:1)

The fraction of PAOs in the seeding sludge accounted for 37 % of all bacteria, and it was comprised mainly of Tetrasphaera PAO (33 %), whereas abundance of Accumulibacter was much lower (4 %)—Fig. 1. Neither Halomonas nor clade II of Accumulibacter were detected in the seed, but they were present in GSBR granules later in the first run. On the other hand, clade 1 of Tetrasphaera accounted for 5 % of bacterial biovolume in the seeding sludge, but it was not detected in the first run nor the second run of the GSBR. The GSBR was fed with acetate as the single carbon source, whereas clade 1 of Tetrasphaera was not shown to take up this substrate (Nguyen et al. 2011). In full-scale systems, Tetrasphaera-related PAOs are usually more abundant than Accumulibacter, but in laboratory-scale reactors, those bacteria were overlooked (Nguyen et al. 2011). However, two actinobacterial probes Actino-221 and Actino-658, which had been widely used (Kong et al. 2005), cover only a part of the three Tetrasphaera clades (Nguyen et al. 2011). GAOs in the seeding sludge did not exceed 2 % of EUBmix, and they were represented only by Competibacter.

Fig. 1
figure 1

Abundance of putative PAOs and GAOs (mean values and standard errors) determined by qFISH in seed and sludge on days 171 (COD/P = 15:1) and 94 (COD/P = 100:1) of the first and second runs, respectively. Tetrasphaera clade 2B accounted for a minor fraction (<0.1 %); Defluviicoccus vanus-related TFO clusters 2 and 3 were not detected and are not shown

Continuous operation of the GSBR in the first run resulted in good, stable COD and phosphorus removal (85–96 % and 98–99 %, respectively) and low concentrations in the effluent (29–75 mg COD/l and 0.2–0.8 mg P/l). Chemical profiles of extracellular P-PO4 3− and DOC concentrations on day 171 were consistent with the PAO phenotype (Fig. 2). The Prel/DOCupt ratio (0.42 mol/mol) fell within the range (0.30–0.75 mol/mol) reported in the literature (Lu et al. 2006; Oehmen et al. 2007) for Accumulibacter and acetate. It implies high activity of PAOs at the end of the first run. The accumulation of poly-P was confirmed by DAPI staining of biomass sampled at the end of the aerobic period as shown in Online Resource 1 (micrographs A and B). The FISH analyses revealed that nearly 70 % of all bacteria detected in granules were putative PAOs (Fig. 1). Halomonas PAOs played a minor role in AGS in this survey, as detected in low abundance (1 % of EUBmix) and only in the first run. Accumulibacter constituted 46 % of all bacteria, whereas Tetrasphaera clades (mainly 3 and 2A) were half as abundant as Accumulibacter was, as presented in Online Resource 2 (micrographs A and C). It may be concluded that low COD/P ratio promotes growth of PAOs, which belong mainly to Accumulibacter and, to less extent, to Tetrasphaera.

Fig. 2
figure 2

Profiles of extracellular P-PO4 3− and DOC during the anaerobic period of the GSBR on days 171 (COD/P = 15:1) and 94 (COD/P = 100:1) of the first and second runs. Means of three replicates are presented, and error bars illustrate standard errors. Error bars that are smaller than the marker symbols are not shown

Weissbrodt et al. (2013) proved that Accumulibacter selection in AGS can be favoured in the presence of propionate when compared to acetate only (25–40 % and 6 % of EUBmix, respectively). A significant percentage (up to 16 %) of Tetrasphaera was also detected in a laboratory-scale GSBR fed with acetate, but abundance of this putative PAOs progressively decreased to less than 5 % when propionate was used alone or in mixture with acetate (Weissbrodt et al. 2013). Ahn et al. (2009) detected Tetrasphaera-related PAOs with Actino-658 probe after starting GSBR only, which was inoculated with activated sludge from full-scale WWTP. Those PAOs were rarely seen in subsequent samples, probably due to inability of Actino-658-targeted Tetrasphaera to utilize acetate. In this research, Tetrasphaera-related PAOs were not detected in the GSBR with the probes Actino-658 and Actino-221 either, although those putative PAOs were present in the seed in abundance of 0.1 and 9 %, respectively (data not shown). However, the presence of Tetrasphaera in GSBR was confirmed with the broader probes designed by Nguyen et al. 2011. The controversy regarding the ability of Tetrasphaera PAOs to utilize acetate (Kong et al. 2005; Nguyen et al. 2011) may be explained by the broad coverage of the latter probes (Nguyen et al. 2011).

The abundance of Competibacter GAOs in the first run did not change significantly in comparison with the seeding sludge and did not exceed 4 % of the biovolume, as shown in Online Resource 2 (micrograph E). It can be concluded that low COD/P ratio did not affect the growth of Competibacter GAOs. However, despite the absence of Defluviicoccus vanus-related TFOs from cluster 1 in the seed, these microorganisms appeared in granules (2 % of EUBmix). This group of GAOs is rarely detected in full-scale WWTPs; however, it is more frequently observed in laboratory-scale reactors. Significant abundance (2–6 %) of Defluviicoccus cluster 2 was found in GSBR by Ahn et al. (2009), but these GAOs were not detected in AGS by Lemaire et al. (2008) nor in this study.

Changes in PAO–GAO population: second run (COD/P = 100:1)

Chemical profiles of extracellular P-PO4 3− and DOC concentrations on day 94 of the second run showed a distinct shift from PAO to GAO phenotype (Fig. 2). A higher COD/P ratio resulted in a significantly lower P-PO4 3− release. However, the organic carbon uptake rates in the second and first runs were similar (20 and 23 mg DOC/g MLSS/h, respectively), which resulted in distinctly lower Prel/DOCupt ratio in the second run (0.01 mol/mol). Deficiencies in poly-P accumulation were visualized by DAPI staining—hardly any polyphosphate-positive cells were present in biomass sampled at the end of the aerobic period (Online Resource 1, micrographs C and D). It coincided with marked increase in MLVSS/MLSS ratio from 51 % (first run) to 88 % (second run). A sharp decline in abundance of all PAO groups was observed (Online Resource 2, micrographs B and D), while the content of Competibacter increased from 4 to 20 % (Online Resource 2, micrograph F). A percentage of overall PAO community in the whole PAO and GAO microbiomes, expressed as PAOs/(PAOs+GAOs), dropped from 92 to 31 % (first and second runs, respectively)—Fig. 1. De Kreuk and van Loosdrecht (2004) showed by semi-quantitative FISH analysis (subjective approximation) that PAO community in GSBR can be almost completely replaced by GAOs when dosage of phosphate is stopped. Similar changes in abundance of Rhodocyclus-related PAOs, but in flocculent sludge, were observed by Kong et al. (2002) in a laboratory-scale reactor fed with acetate as a sole carbon source.

The results of the present study, concerning the higher PAO/GAO level in GSBR fed with lower COD/P ratios, are inconsistent with the findings of Weissbrodt et al. (2013). They concluded that higher ratios of Accumulibacter to Competibacter can be obtained with higher COD/P, whereas lower COD concentrations favour mainly Competibacter and Tetrasphaera. However, COD/P ratio was not highlighted by ANOVA as a significant factor of the PAO/GAO level response—mainly temperature, pH and full aerobic conditions during starvation impacted the Accumulibacter/Competibacter competition (Weissbrodt et al. 2013). Lemaire et al. (2008) showed that AccumulibacterCompetibacter stratification in aerobic granules is strongly correlated with the dissolved oxygen concentration gradient. Accumulibacter are abundant in the outermost region of the granule, while Competibacter dominate the granule central zone.

The complete domination of AGS by GAO community in this study was ruled out by FISH analyses; apart from GAOs (22 % of EUBmix), also PAOs were present in significant abundance (up to 10 %) in granules. However, the Prel/DOCupt ratio (0.01 mol/mol), determined on day 94 of the second run, was close to zero which is typical for highly enriched GAO cultures (>90 %) (Lu et al. 2006; Oehmen et al. 2007). This research proved that under extended phosphorus limitation in wastewater, PAOs present in AGS no longer synthesize poly-P, as it was shown by DAPI staining, and behave as GAOs, which was distinctly presented with chemical profiles. Therefore, decreases in EBPR capacity may not necessarily reflect shifts in community composition, but in the existing population metabolism to GAO phenotype. Similarly, Barat et al. (2008) and Zhou et al. (2008) observed that under poly-P-limited conditions, the highly enriched PAO culture is able to take up acetate using glycogen as the primary energy source.

Conclusion

Aerobic granules were formed at different COD/P ratios in a laboratory-scale GSBR fed with acetate as a sole carbon source. Characteristics of granules and changes in structure of PAO and GAO communities were investigated. Smaller aggregates, but with better settleability, were obtained at lower COD/P ratio (15:1). Higher COD/P ratio (100:1) induced bigger size of granules, but also deteriorated settling properties, mainly due to growth of filaments from Thiothrix/021N group. Lower COD/P ratio in the feed was selected for PAOs, which belonged mainly to Accumulibacter and Tetrasphaera clades (46 and 23 % of all bacteria, respectively); the role of Halomonas in EBPR was minor (1 %). Despite significant abundance, Tetrasphaera-related PAOs were not detected with probes Actino-221 and Actino-658, but with the broader probes Tet2-892 and Tet3-654. Therefore, the broader oligoprobes should be applied to detect Tetrasphaera-related PAOs instead of actinobacterial probes. Marked Prel/DOCupt ratio (0.42 mol/mol) at lower COD/P in the influent coincided with the high percentage of PAOs (up to 70 % of EUBmix probe), whereas higher COD/P ratio favoured Competibacter GAOs and was selected against all groups of PAOs (abundance 22 and 10 %, respectively). However, significant percentage of PAOs in GSBR with concomitant low Prel/DOCupt ratio (0.01 mol/mol) suggested shift in the overall population metabolism. Under extended phosphorus limitation in wastewater, PAOs no longer synthesized poly-P and behaved as GAOs. It implies that PAOs are highly adaptable and may cope with different WWTP conditions.