Journal Pre-proof Identifying prokaryotes and eukaryotes disintegrated by a high-pressure jet device for excess activated sludge reduction Hiroyuki Yoshino, Tomoyuki Hori, Masaaki Hosomi, Akihiko Terada
PII:
S1369-703X(20)30010-3
DOI:
https://doi.org/10.1016/j.bej.2020.107495
Reference:
BEJ 107495
To appear in:
Biochemical Engineering Journal
Received Date:
8 January 2020
Accepted Date:
11 January 2020
Please cite this article as: Yoshino H, Hori T, Hosomi M, Terada A, Identifying prokaryotes and eukaryotes disintegrated by a high-pressure jet device for excess activated sludge reduction, Biochemical Engineering Journal (2020), doi: https://doi.org/10.1016/j.bej.2020.107495
This is a PDF file of an article that has undergone enhancements after acceptance, such as the addition of a cover page and metadata, and formatting for readability, but it is not yet the definitive version of record. This version will undergo additional copyediting, typesetting and review before it is published in its final form, but we are providing this version to give early visibility of the article. Please note that, during the production process, errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. © 2020 Published by Elsevier.
Identifying prokaryotes and eukaryotes disintegrated by a high-pressure jet device for excess activated sludge reduction
Hiroyuki Yoshinoa, Tomoyuki Horib, Masaaki Hosomia, Akihiko Teradaa*
a
Department of Chemical Engineering, Tokyo University of Agriculture and Technology, Naka
b
ro of
2-24-16 Koganei, Tokyo, 184-8588 Japan
Environmental Management Research Institute, National Institute of Advanced Industrial Science
-p
and Technology (AIST), Onogawa 16-1, Tsukuba, Ibaraki 305-8569, Japan
Jo
ur na
lP
re
*Corresponding author:
[email protected] Tel/Fax: +81-42-388-7069/+81-42-388-7731
1
lP
re
-p
ro of
Graphical abstract
ur na
Highlights:
A sludge reduction method to damage and identify prokaryotes was proposed.
A high-pressure jet device (HPJD) was applied for sludge reduction.
Eluted DNA from damaged bacteria was sequenced for taxonomic identification.
Nitrifying bacteria were not damaged by HPJD treatment.
Jo
Protozoa were severely damaged by HPJD treatment.
2
Abstract Changes in microbial communities are observed during the long-term operation of activated sludge systems employing an excess sludge reduction technology. Short-term changes are also significant to confirm if key microbes are damaged, but they have not been investigated due to the absence of an appropriate method. We report a methodology to identify prokaryotic and eukaryotic species damaged almost instantaneously by a high-pressure jet device (HPJD), a cost-effective sludge
ro of
reduction technology. 16S rRNA gene amplicon sequencing and microscopic inspection were implemented to identify damaged microorganisms. A sludge injection ratio (R), activated sludge
-p
suspension from the top port relative to that of the lateral port of the HPJD, was set at 0, 1, and 3. The DNA eluted by the HPJD treatment at these R-values was successfully retrieved. Nitrifying
re
bacteria were not detected in the eluted DNA at the R-values, indicating that the essential guilds for
lP
nitrogen removal can be retained. The dominant phylum was Proteobacteria (47.8%), followed by Bacteroidetes (18.2%), Chloroflexi (9.0%), and Verrucomicrobia (5.8%) before HPJD treatment.
ur na
These phyla retained their dominance after HPJD treatment; however, species in the phylum Actinobacteria (6.9-19.9%) were intensively damaged. A higher degree of sludge destruction by the HPJD increased the species destroyed, but the composition was not changed. The microscopic inspection indicated the HPJD treatment pronouncedly destroyed the eukaryotic metazoa in
Jo
activated sludge.
Keywords Activated sludge; Amplicon sequencing; High-pressure jet device; Lysis-cryptic growth system; Microbial community composition; Nitrifying bacteria
3
1. Introduction An activated sludge system is most widely used for wastewater treatment. One of the challenges regarding the sustainability of a conventional activated sludge system (CAS) is excess sludge management. To reduce the amount of excess sludge, a sludge reduction process, where a sludge solubilization unit is installed into a biological system, e.g., CAS, has been proposed. The system incorporating the sludge solubilization unit has achieved 30–100% of excess sludge reduction in comparison with systems devoid of this unit [1–3]. Among different systems that minimize excess
ro of
sludge production, the lysis-cryptic growth system, which facilitates sludge solubilization by mechanical destruction of microorganism cells, has been often applied because of its simple
-p
operation and high-throughput for excess sludge treatment.
A high-pressure jet device (HPJD), as one of these technologies based on lysis-cryptic growth,
re
provides a promising solution to achieve cost-effective and small-footprint excess sludge reduction
lP
[4]. The HPJD consists of a high-pressure pump and pipe with two narrow and broader diameters in the middle and at both edges, respectively, to disrupt the bacterial cell walls and membranes.
ur na
Excess activated sludge was partially conveyed by the high-pressure pump at a high-lateral velocity with a high-applied pressure (6 MPa), whereas it was also supplied from the top port concomitant with air aspiration. The two entries of excess activated sludge at one end of the pipe generate fine bubbles, high friction of bacterial cells in the activated sludge and collision with the steel wall at the
Jo
other side of the pipe [5]. Because of the cost-effectiveness and high-throughput for excess sludge reduction, the HPJD has demonstrated an advantage in short-term laboratory-scale batch [4] and long-term pilot-scale reactor studies [4,6]. On the other hand, the excessive use of a sludge reduction system potentially exacerbates the functions of activated sludge for contaminant removal. Nitrifying bacteria, chemolithoautotrophs responsible for ammonia oxidation to nitrate, are potentially damaged by an HPJD. The disruption 1
of these may impair a potential for nitrification in activated sludge, deteriorating nitrification performance. Our previous study on the long-term pilot-scale experiment demonstrated that microbial community compositions of activated sludge introducing an HPJD were distinct from that without an HPJD [6]. Nevertheless, the microbial community shift by an HPJD in the short term has not been investigated. Monitoring a long-term transition of microbial community shifts does not provide whether the transition is derived from the sludge reduction technology per se or the change in operating conditions, e.g., a solid retention time of the system. Identifying microorganisms
ro of
instantaneously damaged by HPJD treatment in an exhaustive way paves the way for the optimization of an HPJD operation, capable of reducing excess activated sludge whereas keeping
-p
high organic carbon and nitrogen removal performances by indigenous activated sludge. Understanding damaged microorganisms is, therefore, of importance for the implementation of a
re
lysis-cryptic growth system in practice.
lP
The goals of this work were, therefore, (i) the development of a methodology to identify damaged microorganisms by immediate HPJD treatment, as a promising lysis-cryptic growth
ur na
process, and (ii) the taxonomic identification of DNA eluted into the bulk solution by an HPJD. The study specifically focused on the enigma if HPJD treatment under different operating conditions compromises nitrifying bacteria or not. To this end, the HPJD was applied to an activated sludge sample as a representative biomass consisting of an intricate microbial community. As an operating
Jo
parameter of an HPJD, a sludge injection ratio (R), defined as the amount of activated sludge supplied from the top port over relative to that from the lateral port, was chosen because it determines a throughput of activated sludge treated per time. The DNA samples eluted in the supernatant and remaining activated sludge were subject to 16S rRNA gene amplicon sequencing. Additionally, the eukaryotic protozoa and metazoa damaged by the HPJD were identified by microscopy. 2
2. Materials and Methods 2.1 HPJD treatment An activated sludge sample was taken from a municipal wastewater treatment plant implementing an anaerobic-anoxic-oxic process (Saitama, Japan). Ten-liters of activated sludge was used for the HPJD treatment after centrifuging at 5,000 rpm to decant and re-suspend with the same
ro of
volume of 0.02 × phosphate-buffered saline (PBS). The HPJD consisted of a 1 m length of pipe and 1 mm nozzle diameter at one edge with the other dimension identical to that of the one previously
-p
used [6]. The HPJD received activated sludge from the two entries, i.e., the ports at the top and lateral points with different volumes. Concerning the HPJD operation for the activated sludge
re
treatment, a sludge injection ratio, R, defined as the amount of activated sludge supplied from the
lP
top port over relative to that from the lateral port, was set at 0, 1, and 3. Note that R of 0 indicates no injection of activated sludge from the top port. The value R mainly determines the amount of
ur na
reduced excess activated sludge per unit time because an increase in R correlates with the throughput of the applied activated sludge and substantially affects the degree of excess sludge reduction [4]. The range of R-values in this study is realistic for excess sludge reduction, given the cost and the maximum amount of excess sludge supplied from the top port [4]. Time for activated
Jo
sludge disruption by the HPJD treatment was 5 s for all experiments. 2.2 DNA extraction from sludge samples DNA was extracted from 50 mg of activated sludge using an ISOIL Bead Beading Kit (Nippon Gene, Tokyo, Japan) according to the manufacturer's instructions. To identify the damaged microorganisms, DNA was directly purified from 500 μL of the supernatant without bead beating. The concentrations and purities of the extracted and purified DNA samples were measured with a 3
Qubit 2.0 fluorometer (Thermo Fisher Scientific, Waltham, MA, USA). 2.3 Prokaryotic community structure analysis The extracted DNA samples were subject to the amplification of the 16S rRNA gene. The primer set targeting the V4 hypervariable region of the 16S rRNA gene for all prokaryotes, 515F (5′-GTGCCAGCMGCCGCGG-3′) and 806R (5′-CCGTCAATTCMTTTRAGTTT-3′), was used. The reverse primer included barcodes of 12 bp [7]. The PCR conditions were as follows [8]: initial
ro of
denaturation at 98C for 20 s, 28 cycles of amplification consisting of 98C for 10 s, 53C for 30 s, 72C for 120 s, and a final extension at 72C for 7 min. PCR amplicons were purified by an AMPure XP Kit (Beckman Coulter, Brea, CA, USA) and a wizard PCR clean-up system (Promega
-p
Corporation, Madison, WI). The DNA concentration and purity of the amplicon were measured with a Qubit 2.0 fluorometer (Thermo Fisher Scientific, Waltham, MA, USA). A 300-cycle MiSeq
re
Reagent kit (Illumina, San Diego, CA, USA) and a MiSeq sequencer (Illumina, San Diego, CA,
lP
USA) were applied to the adjusted samples and initial control (bacteriophage phiX; Illumina). Subsequently, low-quality (Q < 30) and chimeric sequences were removed, and paired-end
ur na
sequences were performed [9]. Retrieved sequences were assigned as an operational taxonomic unit (OTU), a pragmatic proxy for microbial species, with 97% similarity using QIIME version 1.7.0 [10]. The equal number of sequences (11,131 per sample) were used to calculate alpha-diversity, comprised of Shannon index [11], Chao1 index [12], Simpson’s reciprocal [13], and Simpson
Jo
evenness [14] using QIIME. Ten-time random sub-sampling was performed for the calculation of the alpha-diversity index. Shannon index (0 ≤) provides a species diversity in a community. High values indicate that the structure of population is balanced. Chao1 index estimates the number of total species, denoted by OTUs, present in a sample. This index represents the richness of a microbial community. Simpson’s reciprocal, i.e., the reciprocal number of Simpson index, taking richness and evenness in a community into account. Simpson evenness is calculated from 4
Simpson’s diversity index divided by the number of total species (OTUs). 2.4 Statistical analysis A one-way analysis of variance (one-way ANOVA) was employed to detect a significant difference (p < 0.05) in the extracted DNA concentrations and alpha-diversity index. 2.5 Protozoa and metazoan community structure analysis Protozoan and metazoan community structure analyses were performed by phase-contrast microscopy (Eclipse 80i, Nikon, Japan). The numbers of protozoans and metazoans under
ro of
microscopy were counted using 25 μL sub-samples taken before and after the HPJD treatment. Protozoa and metazoa were identified by phase-contrast microscopy based on their morphological
-p
features, according to a previous study [6]. 2.6 Accession numbers
re
The sequence data acquired in this study were deposited in the GenBank/EMBL/DDBJ accession
3. Results
ur na
lP
number for the 16S rRNA gene sequence as ID: DRA006940.
3.1 DNA released from activated sludge by the HPJD treatment The supernatant DNA concentrations released from activated sludge after the HPJD treatment at
Jo
R = 0, 1, and 3 are shown in Fig. 1. An extracellular DNA concentration in the supernatant before the HPJD treatment was below the detection limit (< 0.50 g/L). At all tested R-values, DNA concentrations noticeably increased in the supernatant. The elution of DNA indicated the microbial cell decomposition resulting in the release of the intracellular components as previously reported [15]. The eluted DNA concentrations were different for each R-value. The DNA concentration was the highest at R of 3 (18.1 ± 0.11 mg/L), followed by R of 0 (11.0 ± 0.16 mg/L), and R of 1 (4.30 ± 5
0.05 mg/L) in the descending order. The order of the eluted DNA concentrations based on R-values agreed with that of the solubilized biomass concentration as previously reported [4]. Therefore, the eluted DNA concentration could be used as an index to sludge reduction efficiency. 3.2 Detection of prokaryotic community structure using MiSeq sequencing The results of the alpha-diversity (Shannon, Chao1, Simpson reciprocal, and Simpson evenness) analysis based on 16S rRNA gene amplicons are summarized in Table 1. PCR amplification of the DNA sample before the HPJD treatment originally from activated sludge supernatant was not
ro of
successful, which is excluded from the analysis. Concerning microbial communities in activated sludge, the diversity (Shannon) and the number of species (Chao1) at R-values of 0 and 3 altered,
-p
whereas those at R of 1 were kept unchanged (p < 0.05).
With respect to microbial communities in activated sludge supernatant, the diversity indices
re
listed in Table 1 were more distinct among the tested R-values than those in activated sludge. At R
lP
of 1, where the degree of DNA elusion was the least, the Chao1 index in the supernatant, indicating the detected OTUs number disrupted by an HPJD, was the lowest. More OTUs number was
ur na
detected at R values of 0 and 3, supporting a higher degree of bacterial cell disruption. The Simpson reciprocal in the supernatant, representing species richness and evenness, were lower at R-value of 1 than R-values of 0 and 3, underscoring that the higher intensity of the HPJD treatment instantaneously disrupted broader species of microorganisms in activated sludge.
Jo
Prokaryotic community structure analysis was performed based on 16S rRNA gene amplicons
from the DNA extracted from activated sludge and the DNA purified from the supernatant before and after HPJD treatment (Fig. 2). The most abundant phylum was Proteobacteria (relative abundance: 47.8%), followed by Bacteroidetes (18.2%), Chloroflexi (9.0%), and Verrucomicrobia (5.8%) in activated sludge before the HPJD treatment (Fig. 2). These dominant phyla maintained their dominance ranking in activated sludge after the HPJD treatment (Fig. 2). The genera 6
Nitrosomonas and Nitrospira, which are microbial guilds responsible for ammonia and nitrite oxidation, were kept the relative abundances of 0.9 and 0.5%, respectively, which did not change before and after the HPJD treatment. Nitrobacter, another representative nitrite-oxidizer occasionally detected in activated sludge, was not detected in this study. Therefore, the HPJD treatment did not immediately change the dominant and essential taxon responsible for nitrogen removal in activated sludge. Regarding the supernatant samples after the HPJD treatment, the phyla Proteobacteria
ro of
(46.7-62.3%) and Bacteroidetes (5.7-9.4%) were dominant as observed in the activated sludge samples. The difference was found in the dominant fraction of the phylum Actinobacteria
-p
(6.9–19.9%), which was only detected in the supernatant samples (Fig. 2). At the class level, Alphaproteobacteria was dominant in the supernatant fraction after the HPJD treatment, whereas
re
Betaproteobacteria was dominant in the activated sludge fraction (Fig. 3). No noticeable and
lP
common trend was attained, depending on the differences in the cell wall and membrane structures of Gram-positive and Gram-negative bacteria. Almost all the Gram-positive bacterial 16S rRNA
ur na
genes present in activated sludge were retrieved in the supernatant irrespective of the applied R values in the HPJD treatment (Fig. S1), whereas no discernible trend on the eluted DNA for Gram-negative bacteria was observed. Filamentous bacteria, e.g., the phylum Chloroflexi, was not detected in the supernatant under all the tested conditions.
Jo
The degree of the activated sludge supply with aspiration majorly affected the damaged bacteria
and their diversity. At the R value of 1 where the lowest DNA elusion was observed (Fig. 1), most of the DNA released in the supernatant belonged to the phyla Alphaproteobacteria and Actinobacteria, followed by Deltaproteobacteria, Anaerolineae, and Bacteroidea at the R values of 0 and 3. For the further systematic analysis of the damaged prokaryotic community, the top 10 bacterial 7
OTUs in relative abundance and their taxonomic positions are displayed (Fig. 4) and summarized in Table 2, respectively. Irrespective of the HPJD treatment conditions, the five most predominant OTUs were common and comprised of de novo 16174 (family Caulobacteraceae), de novo 6844 (genus Sphingomonas), de novo 18916 (family Micrococcaceae in phylum Actinobacteria), de novo 11346 (class betaproteobacteria unclassified species), and de novo 6025 (genus Hylemonella). No 16S rRNA genes derived from the identified nitrifying bacteria in activated sludge were detected in the supernatant (the relative abundance of Nitrosomonas and Nitrospira were below 0.1% in the
ro of
supernatant). 3.3 Microscopic observation of eukaryotic cells
-p
Eukaryotic cells in activated sludge before and after the HPJD treatment were enumerated under microscopy (Fig. 5). The HPJD treatment severely decreased the abundance of protozoa and
re
metazoa, regardless of the tested R values. Approximately 4,500 /mL of protozoa was detected in
lP
activated sludge before each HPJD treatment; however, the number noticeably decreased to approximately 1,500 /mL after the HPJD treatment at the R values of 0 and 1, and 2,800 /mL at the
ur na
R value of 3. As for protozoa, Amoebida retained a high relative abundance (60 /mL) at the R value of 0, whereas Peritrichida slightly increased at the R value of 3 (27 /mL). More pronounced damage on the metazoan communities by the HPJD treatment was observed than that on the protozoan communities. The order Chaetonotoidea, dominant in activated sludge
Jo
prior to the HPJD treatment (67 /mL), was not detectable after the HPJD treatment at any tested R values. The remaining metazoans were Ploima (40 /mL) at the R-value of 1 and Bdelloidea (27 /mL) at the R-value of 3.
4. Discussion This study is the first to identify the damaged bacterial species in a sludge destruction device, which 8
is a high-pressure jet device (HPJD), with high sensitivity. As shown in Fig. 1, DNA as intracellular compounds was eluted from activated sludge by the HPJD treatment, and then 16S rRNA genes from the eluted DNA were amplified for microbial community analysis. The ensuing amplicon sequencing identified the bacteria instantaneously (within 5 s) destroyed by the HPJD treatment (Fig. 2). Additionally, the DNA eluted in the supernatant from activated sludge allowed the detection of 16S rRNA genes with extremely low (0.01%) relative abundances, highlighting the high sensitivity of the employed method that was capable of identifying the damaged bacterial
ro of
species. There have been no reports to identify microorganisms that are destroyed and eluted by sludge solubilization treatment, except the implementation of a cavitation-induced device for DNA
-p
extraction, e.g., French press [16]. Consequently, a new analytical method enabling the elucidation of a microbial community transition in a lysis-cryptic system described herein.
re
This study also underpinned the correlation of the amount of extracted DNA and diversities of
lP
damaged bacteria. By monitoring DNA eluted from activated sludge but not DNA indigenously present in activated sludge, diversities and species of damaged bacteria were successfully attained.
ur na
The diversity indices in supernatant allowed the distinct effect of sludge disintegration at different sludge injection ratios (R), i.e., the relative amount of activated sludge supply from the top over the lateral ports. It has been known that R-values determine the degree of bacterial cell disintegration [4]. As shown in Fig. 1, the amount of eluted DNA and Chao1 in the supernatant at R = 1 were
Jo
lower than those at R = 0 and R = 3, respectively (Table 1). Our study, therefore, added a finding that R value affects the number of microorganism species damaged by the HPJD treatment. On the other hand, the correlation of community evenness with the intensity of excess sludge disruption by an HPJD cannot be explicitly obtained, as shown in Table 1. A more thorough investigation is required to attain an in-depth understanding of the HPJD treatment effect on the damaged bacterial species. 9
The lower DNA elusion at the R value of 1 agrees with the trend wherein the organic carbon released from bacterial cells was minimal at the R value [4]. Meanwhile, the highest DNA elution concomitant with the highest organic carbon elusion [4] plausibly affects the resultant microbial community composition because more bacterial species were damaged. Indeed, the distinct community composition in a CAS incorporating the HPJD from that in a CAS [6] is contradictory to the report on the comparable microbial community compositions attained in a CAS with or without ozonation [17]. Our result in this study suggests the former observation in that the
ro of
lysis-cryptic growth system allowed the bacterial cell disintegration, which was linked with the resultant microbial community structure. Although the contradictory findings cannot be rationally
-p
explained, possible differences in the principles of the sludge reduction technologies could be a driver for either drastic or marginal changes in the microbial community structure.
re
Regardless of the injection ratio (R) applied in this study, the taxonomy of bacterial species
lP
damaged by the HPJD treatment were comparable, as shown in Figure 4. Meanwhile, the morphologies of these damaged bacteria, as listed in Table 2, were not necessarily analogous (Table
ur na
S1). Our results showed the pronounced cell destruction of the Actinobacteria and Firmicutes as Gram-positive bacteria in the supernatant with their relative abundances of over 1% under all the tested conditions, implying that some Gram-positive bacteria were susceptible to the HPJD treatment. This observation is not consistent with that from a previous study [18], reporting that
Jo
Bacillus subtilis, a Gram-positive bacterium harboring a thick peptidoglycan layer, was less susceptible to cell destruction than Escherichia coli, a Gram-negative bacterium. This antithetical result to Xie et al. [18] indicates that the inherent cell wall robustness is not essential for the disruption of bacterial cells in activated sludge by the HPJD treatment. It is rather likely that the floc architectures and spatial locations of prokaryotes determine the species damaged by the HPJD treatment because the physical destruction of a microbial cell by an HPJD is deemed to favorably 10
occur on the surface of activated sludge flocs. Given this notion, prokaryotes dominantly present in the exterior of activated sludge floc are more amenable to disruption by an HPJD. Future intensive research should focus on identifying the bacterial species juxtaposed to the outermost layer of the floc and clarifying their relationship with the extent of the cell damage caused by the HPJD treatment. Besides, the identification of damaged bacteria elucidated that nitrifying bacteria, indispensable for biological nitrogen removal in a CAS, were not disrupted by an HPJD. Excessive bacterial cell
ro of
destruction by a lysis-cryptic growth process potentially offsets the demise of carbon and nitrogen removal performances. In particular, the disruption of nitrifying microorganism cells, also known as
-p
slow-growing chemolithoautotrophs, impairs nitrification potential of activated sludge, which is fatal for effective nitrogen removal and takes a long time to recover nitrifying activity. The
re
OTU-level analysis did not detect the 16S rRNA genes of nitrifying bacteria in the supernatant
lP
(Table 2). Most of the ammonia-oxidizing bacteria (AOB) in activated sludge, affiliated with the class beta-proteobacteria, are tempted to form a robust cluster-like structure [19]. The tightly dense
ur na
AOB cluster is plausibly less susceptible to a physical impact induced by an HPJD, maintaining AOB activity in activated sludge. This study unraveled that the application of an HPJD allowed to rapidly confirm if nitrifying microorganisms that are guilds for nitrogen removal are intact or damaged by a lysis-cryptic growth system. The rapid confirmation of the non-damaged nitrifying
Jo
bacteria coincides with the long-term monitoring where the abundances of AOB were comparable in activated sludge systems with or without an HPJD (Yoshino et al., unpublished data). The management of prokaryotic community composition potentially permits the prevention of bulking caused by the overgrowth of filamentous bacteria [20] and the selection of metabolically active microbial guilds responsible for xenobiotic compound degradation [21]; hence, the methodology advocated in this study could aid in the comprehensive understanding of mechanisms 11
underlying the selection of the functionally favorable microbial communities. A combination of the amplicon sequencing and microscopic identification employed in this study elucidated the prokaryotic and eukaryotic community compositions after the introduction of the lysis-cryptic growth excess sludge reduction. The microscopic observations revealed that the metazoan community in activated sludge was severely damaged by the mechanical disruption. We confirmed that the HPJD treatment at all tested R values eliminated most of the metazoan Chaetonotoidea, frequently detected in the original activated sludge (Fig. 5). Given the facts that
ro of
metazoans represent the system performance of a wastewater bioreactor [22] and that the inoculation of aquatic worms [23] contributes to excess sludge reduction, the extensive damage of
-p
the metazoan community in activated sludge does not provide an opportunity to synergistically reduce the excess activated sludge because of prey reduction in the lysis-cryptic growth system with
re
the HPJD. Further studies are needed to systematically demonstrate the relationship among
lysis-cryptic growth system.
lP
metazoan abundance, the performance of wastewater treatment, and excess sludge reduction in the
ur na
A future perspective for the precise methodology to identify the microbes mechanically damaged by the HPJD treatment is to refine the microscopic method. It was somewhat unusual to document an increase in the abundance of the order Peritrichida, known as a prokaryote predator in activated sludge [25] at the R value of 3 by the HPJD treatment. The seemingly unreasonable result occurred
Jo
because the condition of R = 3 provided a favorable environment for the selective destruction of the order Peritrichida. Given that the doubling time of Vorticella sp. in the order Peritrichida was 6.2 h [25], its growth putatively occurred during the microscopic observation. In addition to the refinement of the methodology advocated in this study, the investigation of 18S rRNA gene-based amplicon sequencing for identification of eukaryotic communities could improve the reliability of the microscopic results. A primer set that can holistically detect eukaryotic communities has been 12
designed [26], and its usefulness for analyzing eukaryotic community structure has been reported [27]. The application of 18S rRNA gene-based amplicon sequencing warrants future study.
5. Conclusion This study examined a methodology to identify the prokaryotic and eukaryotic species damaged by the treatment of a high-pressure jet device (HPJD), as an excess sludge reduction technology in a lysis-cryptic growth system. A combination of the 16S rRNA gene amplicon sequencing and
ro of
microscopic observation allowed for a better understanding of the prokaryotic and eukaryotic species specifically susceptible to the HPJD treatment. A vital operation parameter, i.e., the sludge
-p
injection ratio (R) in the HPJD, determined the degree of the microbial cell destruction and the number of the damaged bacterial species, which potentially affects the long-term transition of
re
microbial community composition in the lysis-cryptic growth system. The analysis of the DNA
lP
eluted in the supernatant revealed that nitrifying bacteria were not destructed, ensuring the maintenance of nitrification potential in activated sludge. The selective destruction of bacterial
ur na
species by the HPJD treatment was possibly driven not by the bacterial cell wall thickness but by the spatial localization of the damaged microorganisms in activated sludge, such as the sludge floc surface. The microscopic observation after the HPJD treatment confirmed the severe damage to the metazoan community, which likely affects the degree of sludge predation and the resultant
Jo
microbial community composition.
Acknowledgments We acknowledge Mr. Tadahiro Fujii (DPK) for the technical support of HPJD. We would like to thank Editage (www.editage.jp) for English language editing.
13
Funding:
This work was supported by the Adaptable and Seamless Technology Transfer Program through the target-driven R&D of Japan Science and Technology Agency (AS2311489E), a Grant-in-Aid for Scientific Research (A) (26249076), and a Grant-in-Aid for JSPS Fellows (201508427) from the
ro of
Ministry of Education, Culture, Sports, Science and Technology of Japan.
Conflicts of Interest
-p
The authors declare that there are no conflicts of interest related to this manuscript.
lP
re
Declaration of interests The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
References
W.Q. Guo, S.S. Yang, W.S. Xiang, X.J. Wang, N.Q. Ren, Minimization of excess sludge
ur na
[1]
production by in-situ activated sludge treatment processes - A comprehensive review, Biotechnol. Adv. 31 (2013) 1386–1396. doi:10.1016/j.biotechadv.2013.06.003. A. Khursheed, A.A. Kazmi, Retrospective of ecological approaches to excess sludge
Jo
[2]
reduction, Water Res. 45 (2011) 4287–4310. doi:10.1016/j.watres.2011.05.018.
[3]
V.F. Velho, G.C. Daudt, C.L. Martins, P. Belli Filho, R.H.R. Costa, Reduction of excess sludge production in an activated sludge system based on lysis-cryptic growth, uncoupling metabolism and folic acid addition, Brazilian J. Chem. Eng. 33 (2016) 47–57. doi:10.1590/0104-6632.20160331s20140207.
[4]
T. Suenaga, M. Nishimura, H. Yoshino, H. Kato, M. Nonokuchi, T. Fujii, H. Satoh, A. 14
Terada, M. Hosomi, High-pressure jet device for activated sludge reduction: Feasibility of sludge solubilization, Biochem. Eng. J. 100 (2015) 1–8. doi:10.1016/j.bej.2015.03.022. [5]
L. Xie, A. Terada, M. Hosomi, Disentangling the multiple effects of a novel high pressure jet device upon bacterial cell disruption, Chem. Eng. J. 323 (2017) 105–113. doi:10.1016/j.cej.2017.04.067.
[6]
H. Yoshino, T. Suenaga, T. Fujii, T. Hori, A. Terada, M. Hosomi, Efficacy of a high-pressure jet device for excess sludge reduction in a conventional activated sludge process: Pilot-scale
[7]
ro of
demonstration, Chem. Eng. J. 326 (2017) 78–86. doi:10.1016/j.cej.2017.05.084.
J.G. Caporaso, C.L. Lauber, W.A. Walters, D. Berg-Lyons, J. Huntley, N. Fierer, S.M.
-p
Owens, J. Betley, L. Fraser, M. Bauer, N. Gormley, J.A. Gilbert, G. Smith, R. Knight,
Ultra-high-throughput microbial community analysis on the Illumina HiSeq and MiSeq
T. Aoyagi, S. Hanada, H. Itoh, Y. Sato, A. Ogata, M.W. Friedrich, Y. Kikuchi, T. Hori,
lP
[8]
re
platforms, ISME J. 6 (2012) 1621–1624. doi:10.1038/ismej.2012.8.
Ultra-high-sensitivity stable-isotope probing of rRNA by high-throughput sequencing of
ur na
isopycnic centrifugation gradients, Environ. Microbiol. Rep. 7 (2015) 282–287. doi:10.1111/1758-2229.12243. [9]
H. Itoh, M. Aita, A. Nagayama, X. Meng, Y. Kamagata, R. Navarro, T. Hori, S. Ohgiya, Y. Kikuchi, Evidence of environmental and vertical transmission of Burkholderia symbionts in
Jo
the oriental chinch bug, Cavelerius saccharivorus (Heteroptera: Blissidae), Appl. Environ. Microbiol. 80 (2014) 5974–5983. doi:10.1128/AEM.01087-14.
[10] J.G. Caporaso, N. Fierer, A.G. Peña, J.K. Goodrich, J.I. Gordon, G.A. Huttley, S.T. Kelley, D. Knights, D. McDonald, B.D. Muegge, M. Pirrung, J. Reeder, J. Widmann, T. Yatsunenko, J. Zaneveld, J. Kuczynski, J. Stombaugh, K. Bittinger, F.D. Bushman, E.K. Costello, N. Fierer, A.G. Pẽa, J.K. Goodrich, J.I. Gordon, G.A. Huttley, S.T. Kelley, D. Knights, J.E. 15
Koenig, R.E. Ley, C.A. Lozupone, D. McDonald, B.D. Muegge, M. Pirrung, J. Reeder, J.R. Sevinsky, P.J. Turnbaugh, W.A. Walters, J. Widmann, T. Yatsunenko, J. Zaneveld, R. Knight, QIIME allows analysis of high-throughput community sequencing data, Nat. Methods. 7 (2010) 335–336. doi:10.1038/nmeth0510-335. [11] C.E. Shannon, A Mathematical Theory of Communication, Bell Syst. Tech. J. 27 (1948) 379-423,623-656. doi:10.1002/j.1538-7305.1948.tb01338.x. [12] A. CHAO, Nonparametric estimation of the number of classes in a population, Scand. J. Stat.
ro of
11 (1984) 265–270.
[13] E.H. Simpson, Measurement of diversity, Nature. 163 (1949) 688. doi:10.1038/163688a0.
-p
[14] B. Smith, J.B. Wilson, A Consumer’s Guide to Evenness Indices, Oikos. (1996). doi:10.2307/3545749.
re
[15] L. Xie, Q. Bao, T. Suenaga, H. Yoshino, A. Terada, M. Hosomi, Identification of a
lP
predominant effect on bacterial cell disruption and released organic matters by a high-pressure jet device, Biochem. Eng. J. 101 (2015) 220–227.
ur na
doi:10.1016/j.bej.2015.05.019.
[16] T. Brauge, C. Faille, G. Inglebert, T. Dubois, P. Morieux, C. Slomianny, G. Midelet-bourdin, International Journal of Food Microbiology Comparative evaluation of DNA extraction methods for ampli fi cation by qPCR of super fi cial vs intracellular DNA from Bacillus
Jo
spores, Int. J. Food Microbiol. 266 (2018) 289–294. doi:10.1016/j.ijfoodmicro.2017.12.012.
[17] S. Isazadeh, P.O. Ozcer, D. Frigon, Microbial community structure of wastewater treatment subjected to high mortality rate due to ozonation of return activated sludge, J. Appl. Microbiol. (2014). doi:10.1111/jam.12523. [18] L. Xie, Q. Bao, A. Terada, M. Hosomi, Single-cell analysis of the disruption of bacteria with a high-pressure jet device: An application of atomic force microscopy, Chem. Eng. J. 306 16
(2016) 1099–1108. doi:10.1016/j.cej.2016.07.112. [19] S. Okabe, H. Satoh, Y. Watanabe, In situ analysis of nitrifying biofilms as determined by in situ hybridization and the use of microelectrodes, Appl. Environ. Microbiol. (1999). [20] N. Fan, R. Wang, R. Qi, Y. Gao, S. Rossetti, V. Tandoi, M. Yang, Control strategy for filamentous sludge bulking : Bench-scale test and full-scale application, Chemosphere. 210 (2018) 709–716. doi:10.1016/j.chemosphere.2018.07.028. [21] G. Hernandez-raquet, E. Durand, F. Braun, C. Cravo-laureau, J. Godon, Impact of microbial
ro of
diversity depletion on xenobiotic degradation by sewage-activated sludge, Environ. Microbiol. Rep. 5 (2013) 588–594. doi:10.1111/1758-2229.12053.
-p
[22] A. Sowinska, M. Pawlak, J. Mazurkiewicz, M. Pacholska, Comparison of the results from microscopic tests concerning the quality of activated sludge and effluent, Water
re
(Switzerland). 9 (2017) 1–14. doi:10.3390/w9120918.
lP
[23] Y. Basim, N. Jaafarzadeh, M. Farzadkia, A Novel Biological Method for Sludge Volume Reduction by Aquatic Worms, Int. J. Environ. Sci. Dev. 7 (2016) 253–256.
ur na
doi:10.7763/IJESD.2016.V7.779.
[24] H. Müller, A. Schöne, R.M. Pinto-Coelho, A. Schweizer, T. Weisse, Seasonal succession of ciliates in lake constance, Microb. Ecol. 21 (1991) 119–138. doi:10.1007/BF02539148. [25] B.J. Finlay, The dependence of reproductive rate on cell size and temperature in freshwater
Jo
ciliated protozoa, Oecologia. 30 (1977) 75–81.
[26] J.S. Bradley, I. M.; Pinto, A. J.; Guest, Design and Evaluation of Illumina MiSeq-Compatible, 18S rRNA Gene-Specific Primers for Improved Characterization of Mixed Phototrophic Communities, Appl. Environ. Microbiol. 82 (2016) 5878–5891. doi:10.1128/AEM.01630-16.Editor. [27] I.M. Bradley, M.C. Sevillano-rivera, A.J. Pinto, J.S. Guest, Impact of solids residence time 17
on community structure and nutrient dynamics of mixed phototrophic wastewater treatment
Jo
ur na
lP
re
-p
ro of
systems, Water Res. 150 (2019) 271–282. doi:10.1016/j.watres.2018.11.065.
18
Figure captions Fig. 1 DNA concentration eluted from activated sludge by HPJD treatment as a function of R-value. N. D. represents “not detected” (The detection limit: < 0.50 μg/L). The tested mixed liquor suspended solid concentrations were 2,057-2,193 mg/L.
Fig. 2 Prokaryotic community compositions in activated sludge and the supernatant at a phylum
ro of
level after HPJD treatment at each injection ratio (R).
Fig. 3 Prokaryotic community compositions in activated sludge and the supernatant at a class level
-p
after HPJD treatment at each injection ratio (R).
re
Fig. 4 Top 10 OTUs detected before and after HPJD treatment at different R values of (a) R = 0, (b)
lP
R = 1 and (c) R = 3.
ur na
Fig. 5 The effect of HPJD treatment on compositions and abundances of (a) protozoan and (b)
Jo
metazoan communities in activated sludge
19
20 18
Concentration [mg/L]
16 14 12 10 8 6
2 0
N. D. Before
R=0
R=1
R=3
Jo
ur na
lP
re
-p
Fig. 1
ro of
4
20
1
1
Other WPS-2
WPS-2
Euryarchaeota Euryarchaeota
0.90.9
0.80.8
WS3
WS3
TM7
TM7
SR1 0.7
Elusimicrobia
0.7
SR1 Elusimicrobia
GN02
GN02
0.6
Spirochaetes
0.6
Spirochaetes
Gemmatimonadetes 0.5
Cyanobacteria Gemmatimonadetes
0.5 0.4
0.4
Chlorobi
Cyanobacteria
Nitrospirae
Chlorobi
ro of
Relative abundance [-] Relative abundance [-] [-] Relativeabundance
Other
Firmicutes
0.3
OD1
0.3
Nitrospirae
Firmicutes
Acidobacteria
OD1
0.2
Planctomycetes
Acidobacteria
Verrucomicrobia
0.10.2
00.1
R0 R=0
R1 R=1
R3 R=3
R0 R=0
Sludge
0
Before
R0 R=0
R1 R=1
Supernatant
R1 R=1
R3 R=3
R0 R=0
R1 R=1
Supernatant
lP
Sludge
R=3R3
re
Before
-p
Chloroflexi
Jo
ur na
Fig. 2
21
R=3R3
Planctomycetes
Actinobacteria Verrucomicrobia Bacteroidetes Chloroflexi
Proteobacteria Actinobacteria
Bacteroidetes
Proteobacteria
100%1
100%
Other Other
Other
TK17 TK17
WPS-2
70%
60%
50%
40%
0.4 40%
OM190 ZB2 30%
0.3 30%
0.2 20%
20%
Nitrospirae
Before
R=0 R=0
R=1 R=1
R=3 R=3
R=0 R=0
R=1
R=3 R=3
R0 R=0 R=0 R=0
Sludge
Supernatant
Supernatant
Jo
ur na
lP
Fig. 3
22
Elusimicrobia
Phycisphaerae
Phycisphaerae [Leptospirae] [Leptospirae] 4C0d-2
4C0d-2 Opitutae Clostridia Opitutae
[Pedosphaerae]
Chloroflexi Planctomycetes
Actinobacteria
Anaerolineae Verrucomicrobia
Gammaproteobacteria
Deltaproteobacteria Chloroflexi
Sphingobacteriia Actinobacteria
Flavobacteriia Bacteroidia
[Pedosphaerae] Actinobacteria
Alphaproteobacteria
Gammaproteobacteria
Betaproteobacteria
Deltaproteobacteria Bacteroidetes
Alphaproteobacteria
Sphingobacteriia Proteobacteria
Betaproteobacteria
re
Sludge
OPB56 Elusimicrobia
Verrucomicrobiae Acidobacteria
-p
Before Before
Sludge Supernatant R1 R3 R0 R1 R=1 R=1 R=3 R=0 R=1 R=3 R=1 R=3 R=3 R=0 R=0 R=1R=3R3R=3
Gemmatimonadetes OPB56
Bacteroidia
Anaerolineae
0%0
PRR-12
Gemmatimonadetes
Planctomycetia OD1 Nitrospira
Chloroflexi
0%
iii1-8
PRR-12
Flavobacteriia Clostridia
Verrucomicrobiae
0.1 10%
iii1-8
Nitrospira OM190 Firmicutes
Planctomycetia
10%
SJA-28 SJA-28
ro of
0.5 50%
Relative abundance [-]
abundance Relative [-] abundance Relative [-] [-] abundance Relative
0.6 60%
Euryarchaeota Epsilonproteobacteria Epsilonproteobacteria WS3 Solibacteres Solibacteres TM7 Bacilli Bacilli SR1 BD1-5 BD1-5 Elusimicrobia Acidobacteria-6 GN02 Acidobacteria-6 Chloracidobacteria Spirochaetes Chloracidobacteria Holophagae Gemmatimonadetes Holophagae Acidimicrobiia Cyanobacteria Acidimicrobiia ZB2 Chlorobi
80%
0.8 80%
0.7 70%
SC3 SC3
90%
0.9 90%
0.25
( a ) R= 0
ab u n d an Re lative [-]ce [-] Abundance
ab u n d an Re lative [-]ce [-] Abundance
0.25 0.2 0.15
0.1 0.05 0
( b) R= 1 0.2 0.15
0.1 0.05 0
After supernatant
Before sludge
0.25
( c) R= 3
Initia l a ctiva ted slud g e
0.2 0.15
-p
Sup erna ta nt a fter H PJD tre a tm e n t
0.1
0.05
re
ab u n d an Re lative [-]ce [-] Abundance
After supernatant
ro of
Before sludge
After supernatant
Fig. 4
Jo
ur na
Before sludge
lP
0
23
(a) Protozoa
(b) Metazoa
Testacida
160
4000
Amoebida
3500
Euglenida
3000
Protomastigida
2500
Hypotrichida
2000
Heterotrichida
1500
Peritrichida
1000
Hymenostomatida
Chaetonotoidea
120
Ploima
100
Suctorida
500
Macrobiotus
140
Metazoa abundance [/mL]
Protozoa densities [/mL]
4500
Bdelloidea
80 60
40 20
0
0 Before R=0 R0
R1 R=1
R3 R=3
Before R=0 R0
R1 R=1
R3 R=3
Jo
ur na
lP
re
-p
ro of
Fig. 5
24
Table captions Table 1. Alpha diversities of prokaryotic communities in activated sludge and eluted DNA
Table 2. Taxonomies of frequently detected top ten ranked OTUs eluted from activated sludge
alphabet means remarkable difference. Sludge Before
ro of
Table 1. Alpha diversities of prokaryotic communities in activated sludge and eluted DNA. Different
Supernatant
R=0
R=1
R=3
R=0
8.99
±
0.022a
9.05
±
0.013b
9.00
±
0.028ac
8.94
±
0.023bc
8.59
Chao1§
4204
±
246.8a
4774
±
192.7b
4280
±
182.7a
4495
±
250.3c
1690
198.3
±
3.8a
201.1
±
3.3a
202.1
±
4.4a
185.2
±
3.6b
0.106
±
0.002a
0.100
±
0.002b
0.107
±
0.002a
0.097
Simpson
Simpson evenness#
*
A species diversity in a community The number of total species based on OTUs ¶ Species richness and evenness in a community # Species evenness
±
Jo
ur na
lP
§
66.5
re
Reciprocal¶
25
0.002c
0.049
R=3
±
0.02
5.41
±
0.016
7.40
±
0.013
±
46.8
604
±
38.4
1253
±
36.0
-p
Shannon*
R=1
±
1.7
10.6
±
0.1
21.4
±
0.3
±
0.001
0.027
±
0.000
0.021
±
0.000
Table 2. Taxonomies of frequently detected top ten ranked OTUs eluted from activated sludge Taxonomy
Note
denovo Kingdom
Phylum
Class
Order
Family
denovo16174
Bacteria
Proteobacteria
Alphaproteobacteria
Caulobacterales
Caulobacteraceae
denovo6844
Bacteria
Proteobacteria
Alphaproteobacteria
Sphingomonadales
Sphingomonadaceae
denovo18916
Bacteria
Actinobacteria
Actinobacteria
Actinomycetales
Micrococcaceae
denovo11346
Bacteria
Proteobacteria
Betaproteobacteria
denovo11795
Bacteria
Proteobacteria
Betaproteobacteria
Rhodocyclales
Rhodocyclaceae
denovo19735
Bacteria
denovo6602
Bacteria
Proteobacteria
Gammaproteobacteria
Pseudomonadales
Moraxellaceae
denovo6025
Bacteria
Proteobacteria
Betaproteobacteria
Burkholderiales
Comamonadaceae
denovo22275
Bacteria
Proteobacteria
Betaproteobacteria
Rhodocyclales
Rhodocyclaceae
Genus
Species Gram-negative
Sphingomonas
Gram-negative Gram-positive Gram-negative
Zoogloea
Gram-negative
ro of
Gram-negative
Hylemonella
Gram-negative
Candidatus
Gram-negative
Accumulibacter
Bacteria
GN02
BD1-5
Gram-negative
denovo16174
Bacteria
Proteobacteria
Alphaproteobacteria
Caulobacterales
Caulobacteraceae
Gram-negative
denovo22252
Bacteria
Proteobacteria
Alphaproteobacteria
Rhizobiales
Phyllobacteriaceae
Gram-negative
denovo19135
Bacteria
Proteobacteria
Alphaproteobacteria
Rhizobiales
Bradyrhizobiaceae
Gram-negative
denovo12889
Bacteria
Proteobacteria
Alphaproteobacteria
Rhizobiales
Xanthobacteraceae
Gram-negative
denovo18561
Bacteria
Proteobacteria
Alphaproteobacteria
Rhizobiales
Bradyrhizobiaceae
Gram-negative
denovo18711
Bacteria
Proteobacteria
Gammaproteobacteria
Xanthomonadales
Xanthomonadaceae
denovo20249
Bacteria
Proteobacteria
Alphaproteobacteria
Rhodobacterales
Rhodobacteraceae
Amaricoccus
Gram-negative
denovo3888
Bacteria
Actinobacteria
Actinobacteria
Actinomycetales
Mycobacteriaceae
Mycobacterium
Gram-positive
denovo19135
Bacteria
Proteobacteria
Alphaproteobacteria
Rhizobiales
Bradyrhizobiaceae
Jo
ur na
lP
re
-p
denovo14674
26
Gram-negative
Gram-negative