Biological Phosphate Removal Research Articles

Thauera enriched granular activated carbon-assisted aerobic granular sludge performs enhanced biological nitrogen and phosphate removal via propionate utilization

Propionate constituting up to 25 % of volatile fatty acids in municipal wastewater, presents metabolic challenges for microorganisms. This study investigated the combined use of propionate along with granular activated carbon (GAC) for aerobic granular sludge (AGS) development and biological nutrient removal (BNR), particularly bio-P removal in granular reactors. GAC addition decreased granulation time and facilitated stable BNR pathways with propionate. AGS demonstrated robust settling properties (≥1 mm, 6 g/L MLSS, 40 mL/g SVI) with increased alginate-like exopolysaccharide (ALE) content up to 400 mgALE/gSS, indicating stable granule formation. Effective ammonium removal via simultaneous nitrification and denitrification was achieved. By day 90, phosphate removals reached 89 %, due to enrichment of polyphosphate accumulating organisms (PAOs) in GAC-containing AGS. The sludge fraction (>0.5 mm) comprised of granules and GAC-biofilms showed efficient phosphate removal through enhanced biological phosphate removal (EBPR). Enrichment of denitrifying PAO, Thauera sp., contributed to enhanced granulation, granular stability and nutrient removals.

Wastewater Treatment with Bacterial Representatives of the Thiothrix Morphotype.

Bacteria of the Thiothrix morphotype, comprising the genera Thiothrix, Thiolinea and Thiofilum, are frequently encountered in domestic and industrial wastewater treatment systems, but they are usually not clearly differentiated due to the marked similarity in their morphologies. Methods ranging from light microscopy, FISH and PCR to modern high-throughput sequencing are used to identify them. The development of these bacteria in wastewater treatment systems has both advantages and disadvantages. On the one hand, the explosive growth of these bacteria can lead to activated sludge bulking or clogging of the treatment system's membranes, with a consequent decrease in the water treatment efficiency. On the other hand, members of the Thiothrix morphotype can improve the quality of granular sludge and increase the water treatment efficiency. This may be due to their capacity for sulfide oxidation, denitrification combined with the oxidation of reduced sulfur compounds, enhanced biological phosphate removal and possibly denitrifying phosphate removal. The recently obtained pangenome of the genus Thiothrix allows the explanation, at the genomic level, of the experimental results of various studies. Moreover, this review summarizes the data on the factors affecting the proliferation of representatives of the Thiothrix morphotype.

Impact of Carbon Sources Application in Enhanced Biological Phosphorous Removal (EBPR) Improvement: A Review

Impact of Carbon Sources Application in Enhanced Biological Phosphorous Removal (EBPR) Improvement: A Review

Impact of feeding regimes on the performance of anaerobic sequencing batch membrane bioreactor treating wastewater from an urban drain

ABSTRACT This work evaluated an anaerobic sequencing batch membrane bioreactor (AnSBR-MBR) equipped with waste-based ceramic membranes for treating low-strength real drain wastewater. Two feeding regimes, viz. settled feed (Phase 1) and mixed feed (Phase 2) were compared. The biological performance (chemical oxygen demand (COD) and phosphate (PO43-) removal) and filtration performance (total suspended solids (TSS) removal and membrane fouling) were investigated. The reactor characteristics in terms of solids content, sludge settling behaviour, and extracellular polymeric substances (EPS) were also assessed. In Phase 1, the settled feed (with the absence of particulate organic matter) resulted in low volatile suspended solids (VSS; 0.23 ± 0.15 g/L), causing low COD removal (28.38 ± 8.14%). In the mixed feed regime in Phase 2, VSS increased (1.82 ± 0.60 g/L) due to the organic content in the particulate matter, which gave microorganisms additional food, resulting in increased COD removal (47.42 ± 2.81%); this phase was also characterised by lower membrane fouling because of the lower EPS content. Marginally higher TSS removal was obtained as well in Phase 2 (96.72 ± 3.26%) than in Phase 1 (90.48 ± 8.14%). This work demonstrates that AnSBR-MBR performance is superior with mixed drain wastewater containing suspended solids and thus pre-settling is not recommended.

Optimization of on-site wastewater treatment efficiency and recovery based on nutrient mobility and adsorption kinetics modelling using HYDRUS-2D coupled with PHREEQC

A closed-loop on-site wastewater treatment system (OWT) was studied comprising steps of septic tank to remove organics (Biological Oxygen Demand (BOD)), biofiltration clarifier for biological removal of nitrogen (N), phosphorus (P) and BOD, reactive Polonite® filter for chemical adsorption and precipitation removal of dissolved P, and tidal flow constructed wetland (TFCW) sand filter for polishing the effluent to low P and N effluent Swedish standards. The field experimental data that have been used to optimize TFCW design in the numerical modelling using HYDRUS-2D coupled with and without PHREEQC indicated that the adsorption efficiency of the reactive Polonite® adsorbent was nearly double to that obtained in TFCW sand filters for PO4-P (95 %) and Total-P (85 %) removal in summer at a high temperature range (15.4–18.8 °C) and pH range (9.9–10.8). The weaker PO4-P (53 %) and Total-P (25 %) removal efficiency in winter was due to a low temperature (1.5–8.1 °C) and low pH (7.2–7.9). This decrease in pH was attributed to salinity in the domestic wastewater and dilution of rainwater. Modelling results revealed that the transport mechanisms and rate of P adsorption kinetics in the TFCW sand filters enhanced with calcium and iron flow from chemical dissolution in the preceding Polonite® adsorbent was increased with the increase in temperature. However, the P adsorption was less sensitive at high ferrihydrite (Fe(OH)3) dose, suggesting limited effects of cations dissolution and abundance of metal oxides and hydroxide ions at the mineral surface for anions exchange with phosphate for surface complexation. The strategy of combining field data and modelling provided valuable insights for assessing adaptability and optimizing TFCW design under variable fluxes and scenario effects of insulated/uninsulated and dilution by rainwater in cold-climate regions.

Assessing the performance of polyphosphate accumulating organisms in a full-scale side-stream enhanced biological phosphorous removal.

Phosphorous (P) removal in wastewater treatment is essential to prevent eutrophication in water bodies. Side-stream enhanced biological phosphorous removal (S2EBPR) is utilized to improve biological P removal by recirculating internal streams within a side-stream reactor to generate biodegradable carbon (C) for polyphosphate accumulating organisms (PAOs). In this study, a full-scale S2EBPR system in a water resource recovery facility (WRRF) was evaluated for 5 months. Batch experiments revealed a strong positive correlation (r = 0.91) between temperature and C consumption rate (3.56-8.18 mg-COD/g-VSS/h) in the system, with temperature ranging from 14°C to 18°C. The anaerobic P-release to COD-uptake ratio decreased from 0.93 to 0.25 mg-P/mg-COD as the temperature increased, suggesting competition between PAOs and other C-consumers, such as heterotrophic microorganisms, to uptake bioavailable C. Microbial community analysis did not show a strong relationship between abundance and activity of PAO in the tested WRRF. An assessment of the economic feasibility was performed to compare the costs and benefits of a full scale WRRF with and without implementation of the S2EBPR technology. The results showed the higher capital costs required for S2EBPR were estimated to be compensated after 5 and 11 years of operation, respectively, compared to chemical precipitation and conventional EBPR. The results from this study can assist in the decision-making process for upgrading a conventional EBPR or chemical P removal process to S2EBPR. PRACTITIONER POINTS: Implementation of S2EBPR presents adaptable configurations, exhibiting advantages over conventional setups in addressing prevalent challenges associated with phosphorous removal. A full-scale S2EBPR WRRF was monitored over 5 months, and activity tests were used to measure the kinetic parameters. The seasonal changes impact the kinetic parameters of PAOs in the S2EBPR process, with elevated temperatures raising the carbon demand. PAOs abundance showed no strong correlation with their activity in the full-scale S2EBPR process in the tested WRRF. Feasibility assessment shows that the benefits from S2EBPR operation can offset upgrading costs from conventional BPR or chemical precipitation.

Aerobic granular sludge phosphate removal using glucose

Enhanced biological phosphate removal and aerobic sludge granulation are commonly studied with fatty acids as substrate. Fermentative substrates such as glucose have received limited attention. In this work, glucose conversion by aerobic granular sludge and its impact on phosphate removal was studied. Long-term stable phosphate removal and successful granulation were achieved. Glucose was rapidly taken up (273 mg/gVSS/h) at the start of the anaerobic phase, while phosphate was released during the full anaerobic phase. Some lactate was produced during glucose consumption, which was anaerobically consumed once glucose was depleted. The phosphate release appeared to be directly proportional to the uptake of lactate. The ratio of phosphorus released to glucose carbon taken up over the full anaerobic phase was 0.25 Pmol/Cmol. Along with glucose and lactate uptake in the anaerobic phase, poly‑hydroxy-alkanoates and glycogen storage were observed. There was a linear correlation between glucose consumption and lactate formation. While lactate accounted for approximately 89 % of the observed products in the bulk liquid, minor quantities of formate (5 %), propionate (4 %), and acetate (3 %) were also detected (mass fraction). Formate was not consumed anaerobically. Quantitative fluorescence in-situ hybridization (qFISH) revealed that polyphosphate accumulating organisms (PAO) accounted for 61 ± 15 % of the total biovolume. Metagenome evaluation of the biomass indicated a high abundance of Micropruina and Ca. Accumulibacter in the system, which was in accordance with the microscopic observations and the protein mass fraction from metaproteome analysis. Anaerobic conversions were evaluated based on theoretical ATP balances to provide the substrate distribution amongst the dominant genera. This research shows that aerobic granular sludge technology can be applied to glucose-containing effluents and that glucose is a suitable substrate for achieving phosphate removal. The results also show that for fermentable substrates a microbial community consisting of fermentative organisms and PAO develop.

Denitrifying phosphorus removal (DPR) performance and metabolic mechanisms of Tetrasphaera at long-term nitrite exposure

Tetrasphaera has been identified as the main polyphosphate-accumulating organism (PAOs) in enhanced biological phosphate removal (EBPR), but the ability of Tetrasphaera to use nitrite as electron acceptor for denitrifying phosphorus removal (DPR) is still unclear. This study investigated the DPR performance and mechanism, microbial structures, and FNA inhibition of Tetrasphaera-dominated culture in the long-term acclimatization at different nitrite concentrations (10, 20, 40 and 50 mgN/L). The results showed that the most optimal influent nitrite concentration was 20 mgN/L (C/N = 6), and the removal efficiency of nitrite and phosphorus reached above 90 % and 95 %, respectively. Fluorescence In Situ Hybridization-Flow Cytometry (FISH-FCM) showed that the population abundance of Tetrasphaera was 80.95 %, in which Tet2-892 clade was the most abundant and mainly responsible for DPR with nitrite as electron acceptor. When the nitrite concentration reached 50 mgN/L (FNA = 12.80 µgHNO2-N/L, pH = 7.0 ± 0.1), electron supply deficiency and FNA inhibition resulted in only 43.0 % and 68.4 % of nitrite and phosphorus removal efficiency, respectively. The intracellular amino acid and glycogen metabolism were inhibited by FNA under this condition. A significant accumulation of N2O was observed, resulting from a combination of the insufficient electron supply, absence of nos-Z gene, and long-term FNA inhibition. DPR dominated by Tetrasphaera with appropriate nitrite as electron acceptor provides a new way to achieve nitrogen and phosphorus simultaneous removal. In addition, this study found that Tet2-892 clade of Tetrasphaera was more tolerant to FNA compared to Accumulibacter and GAOs, which provides a strategy for inhibiting GAOs activity to maintain the stability of the EBPR system.

Biological removal of phosphate from synthetic wastewater using Enterobacter cloacae.

Biological removal of phosphate from synthetic wastewater using Enterobacter cloacae.

Turnover of the extracellular polymeric matrix of granules performing biological phosphate removal

Polyphosphate accumulating organisms (PAOs) are responsible for enhanced biological phosphate removal (EBPR) from wastewater, where they grow embedded in a matrix of extracellular polymeric substances (EPS). EPSs comprise a mixture of biopolymers like polysaccharides or (glyco)proteins. Despite previous studies, little is known about the dynamics of EPS in mixed cultures, and their production by PAOs and potential consumption by flanking microbes. EPSs are biodegradable and have been suggested to be a substrate for other organisms in the community. Studying EPS turnover can help elucidate their biosynthesis and biodegradation cycles. We analyzed the turnover of proteins and polysaccharides in the EPS of an enrichment culture of PAOs relative to the turnover of internal proteins. An anaerobic-aerobic sequencing batch reactor (SBR) simulating EBPR conditions was operated to enrich for PAOs. After achieving a stable culture, carbon source was switched to uniformly 13C-labeled acetate. Samples were collected at the end of each aerobic phase. EPSs were extracted by alkaline treatment. 13C enrichment in proteins and sugars (after hydrolysis of polysaccharides) in the extracted EPS were measured by mass spectrometry. The average turnover rate of sugars and proteins (0.167 and 0.192 d−1 respectively) was higher than the expected value based on the solid removal rate (0.132 d−1), and no significant difference was observed between intracellular and extracellular proteins. This indicates that EPS from the PAO enriched community is not selectively degraded by flanking populations under stable EBPR process conditions. Instead, we observed general decay of biomass, which corresponds to a value of 0.048 d−1.Key Points• Proteins showed a higher turnover rate than carbohydrates.• Turnover of EPS was similar to the turnover of intracellular proteins.• EPS is not preferentially consumed by flanking populations.

A novel process for simultaneous biological nutrient removal and waste activated sludge reduction in one-stage system without aeration

This study presented a novel process for simultaneous biological nutrient removal and waste activated sludge reduction in one-stage municipal wastewater treating system without aeration on the basis of endogenous partial denitrification, anammox and Candidatus Phosphoribacter dominated biological phosphate removal with sludge reduction (EPDA/PSR). The effluent total inorganic nitrogen and phosphate concentrations were 0.1 mg/L and lower than detection limit (0.1 mg/L), respectively, without dosing external carbon sources. Compared with partial denitrification-anammox process, the daily sludge production in EPDA/PSR process reduced by 50.8 %. The percentage of intact cells measured by flow cytometry reduced from 92.4 % to 77.3 % with the increase of aromatic protein, DNA content of supernatant, soluble microbial byproduct-like substance and decline of particle size. The sludge stabilization structure was destructed, and intracellular organics were released, which resulted in the reduction of sludge production. Microbial community structure at transcriptional level indicated that really working Candidatus Phosphoribacter (phosphorus accumulating organisms with fermentation capacity), Candidatus Competibacter (endogenous partial denitrification bacteria) and Candidatus Brocadia (anammox bacteria) reached 68.4 %, 9.84 % and 8.02 %, respectively, and Candidatus Kuenenia (anammox bacteria) did not play a role in EPDA/PSR system. The novel one-stage EPDA/PSR process realized high efficient biological nutrient removal, achieved waste activated sludge reduction and saved 100 % of aeration energy consumption cost and external carbon source dosage cost, which effectively developed internal carbon source and provided a new idea for wastewater treatment.

Design of a Soft Sensor for Monitoring Phosphorous Uptake in an EBPR Process

Phosphorus (P) is a key nutrient targeted for removal by wastewater treatment, increasingly being achieved using biological processes such as enhanced biological phosphate removal (EBPR). However, commercial instrumentation for automated measurement of P is costly and provides only limited temporal resolution, constraining implementation of real-time controls in EBPR processes. This study designs a soft sensor for real-time controls using a suite of relatively low-cost sensors (ion-selective electrodes) to monitor P removal by measuring (1) secondary cations tightly coupled to bioP metabolism and (2) process bulk chemistry. Data collected from a highly instrumented lab scale reactor are used to evaluate which and how many sensors are required to achieve this goal. Machine learning (ML) approaches (support vector machines, nonlinear logistic regression, random forest, and Bayesian classification) are evaluated for sensor data fusion and coupled with a decision metric to operationalize the algorithm for reactor controls. Two key results emerge: (1) use of the slope of sensor data (mV/min) rather than raw data (mV) as the predictor signals significantly improves accuracy and resilience of the soft sensor-based system and (2) the K+ ion-selective electrode, in combination with any of the four ML algorithms, is sufficient to detect completion of P removal (within study sampling granularity of 4 min) with 100% accuracy in real time. High accuracy is maintained even as process chemistry is varied to increase the interference experienced by the sensors, indicating that this soft sensor is viable for use in real wastewater applications.

Biofilm growth characterization and treatment performance in a single stage partial nitritation/anammox process with a biofilm carrier

Biofilm carriers can avoid microorganism washout while maintaining a high amount of biomass, but are also associated with a long biofilm formation period and biofilm aging. A single stage partial nitritation/anammox process (single stage PN/A) reactor was setup to study the biofilm growth characterization and treatment performance under an NLR of 0.53 to 0.90 gN/L/d over one year. Biofilm growth was divided into three stages: the formation stage, maturation stage and aging stage. The initial biofilm was observed at day 84. A nitrogen removal efficiency of 83.4% was achieved at an NLR of 0.90 gN/L/d during the mature biofilm stage. Starvation, nitrogen gas accumulation and hydroxyapatite formation resulted in biofilm aging. After mechanical stirring treatment, biofilm reactivation was achieved by biofilm re-formation within one month. There is clear potential for phosphorus recovery, as indicated by the 5.24% - 6.29% phosphorus content in the biofilm (similar to the 5%-7% phosphorus content in enhanced biological phosphate removal sludge). The AnAOB genera abundance in the biofilm maintained at a high level of 18.25%-32.31%, while the abundance of AnAOB increased from the initial 4.10% to 13.78% after mechanical stirring treatment in the suspended sludge ensured biofilm reactivation. The results of this study clearly show that mechanical stirring treatment can be used to achieve the biofilm reactivation as the biofilm fills with the hollow cylindrical carrier. This study has potential as a useful reference for the realization of the wide application of the biofilm single stage PN/A process in the future.

Quantification of Biologically and Chemically Bound Phosphorus in Activated Sludge from Full-Scale Plants with Biological P-Removal.

Phosphorus (P) is present in activated sludge from wastewater treatment plants in the form of metal salt precipitates, extracellular polymeric substances, or bound into the biomass, for example, as intracellular polyphosphate (poly-P). Several methods for a reliable quantification of the different P-fractions have recently been developed, and this study combines them to obtain a comprehensive P mass-balance of activated sludge from four enhanced biological phosphate removal (EBPR) plants. Chemical characterization by ICP-OES and sequential P fractionation showed that chemically bound P constituted 38–69% of total P, most likely in the form of Fe, Mg, or Al minerals. Raman microspectroscopy, solution state 31P NMR, and 31P MAS NMR spectroscopy applied before and after anaerobic P-release experiments, were used to quantify poly-P, which constituted 22–54% of total P and was found in approximately 25% of all bacterial cells. Raman microspectroscopy in combination with fluorescence in situ hybridization was used to quantify poly-P in known polyphosphate-accumulating organisms (PAO) (Tetrasphaera, Candidatus Accumulibacter, and Dechloromonas) and other microorganisms known to possess high level of poly-P, such as the filamentous Ca. Microthrix. Interestingly, only 1–13% of total P was stored by unidentified PAO, highlighting that most PAOs in the full-scale EBPR plants investigated are known.

Functional Genetic Diversity and Plant Growth Promoting Potential of Polyphosphate Accumulating Bacteria in Soil.

ABSTRACTPolyphosphate (polyP) accumulation is an important trait of microorganisms. Implication of polyP accumulating bacteria (PAB) in enhanced biological phosphate removal, heavy metal sequestration, and dissolution of dental enamel is well studied. Phosphorous (P) accumulated within microbial biomass also regulates labile P in soil; however, abundance and diversity of the PAB in soil is still unexplored. Present study investigated the genetic and functional diversity of PAB in rhizosphere soil. Here, we report the abundance of Pseudomonas spp. as high PAB in soil, suggesting their contribution to global P cycling. Additional subset analysis of functional genes i.e., polyphosphate kinase (ppk) and exopolyphosphatase (ppx) in all PAB, indicates their significance in bacterial growth and metabolism. Distribution of functional genes in phylogenetic tree represent a more biologically realistic discrimination for the two genes. Distribution of ppx gene disclosed its phylogenetic conservation at species level, however, clustering of ppk gene of similar species in different clades illustrated its environmental condition mediated modifications. Selected PAB showed tolerance to abiotic stress and strong correlation with plant growth promotary (PGP) traits viz. phosphate solubilization, auxin and siderophore production. Interaction of PAB with A. thaliana enhanced the growth and phosphate status of the plant under salinity stress, suggestive of their importance in P cycling and stress alleviation.IMPORTANCE Study discovered the abundance of Pseudomonas genera as a high phosphate accumulator in soil. The presence of functional genes (polyphosphate kinase [ppk] and exopolyphosphatase [ppx]) in all PAB depicts their importance in polyphosphate metabolism in bacteria. Genetic and functional diversity reveals conservation of the ppx gene at species level. Furthermore, we found a positive correlation between PAB and plant growth promotary traits, stress tolerance, and salinity stress alleviation in A. thaliana.

Integration of Microbial Transformation Mechanism of Polyphosphate Accumulation and Sulfur Cycle in Subtropical Marine Mangrove Ecosystems with Spartina alterniflora Invasion.

Excessive phosphorus can lead to eutrophication in marine and coastal ecosystems. Sulfur metabolism-associated microorganisms stimulate biological phosphorous removal. However, the integrating co-biotransformation mechanism of phosphorus and sulfur in subtropical marine mangrove ecosystems with Spartina alterniflora invasion is poorly understood. In this study, an ecological model of the coupling biotransformation of sulfur and phosphorus is constructed using metagenomic analysis and quantitative polymerase chain reaction strategies. Phylogenetic analysis profiling, a distinctive microbiome with high frequencies of Gammaproteobacteria and Deltaproteobacteria, appears to be an adaptive characteristic of microbial structures in subtropical mangrove ecosystems. Functional analysis reveals that the levels of sulfate reduction, sulfur oxidation, and poly-phosphate (Poly-P) aggregation decrease with increasing depth. However, at depths of 25-50cm in the mangrove ecosystems with S. alterniflora invasion, the abundance of sulfate reduction genes, sulfur oxidation genes, and polyphosphate kinase (ppk) significantly increased. A strong positive correlation was found among ppk, sulfate reduction, sulfur oxidation, and sulfur metabolizing microorganisms, and the content of sulfide was significantly and positively correlated with the abundance of ppk. Further microbial identification suggested that Desulfobacterales, Anaerolineales, and Chromatiales potentially drove the coupling biotransformation of phosphorus and sulfur cycling. In particular, Desulfobacterales exhibited dominance in the microbial community structure. Our findings provided insights into the simultaneous co-biotransformation of phosphorus and sulfur bioconversions in subtropical marine mangrove ecosystems with S. alterniflora invasion.

Machine learning application reveal dynamic interaction of polyphosphate-accumulating organism in full-scale wastewater treatment plant

Enhanced biological phosphorous removal (EBPR) represents one of the most widely used wastewater systems for treating phosphorous-bearing waste streams. This study aimed to advance the current understanding of the diversity and interactions of polyphosphate-accumulating organisms (PAOs), playing a key role for the EBPR performance. Frequently occurring and predominant organisms consisted of PAOs such as Tetrasphaera, Candidatus Accumulibacter, Acinetobacter, Pseudomonas, and glycogen-accumulating organisms (GAOs) such as Defluvicoccus, Microlunatus, Nakamurella, and Kineosphaera. The degree of immigrating PAOs/GAOs carried with the influent was associated with their succession within the EBPR processes. Ca Accumulibacter and Nakamurella were transported to a greater degree with the influents of combined and separate sewers, respectively. Although no significant shifts in the PAO-GAO community structure were observed across seasons using conventional ordination-based analyses, machine learning (ML) modeling using the PAO-GAO microbiome data could successfully predict the EBPR system's environmental condition (water temperature) with linear and non-linear models (R2 of 0.4–0.7). ML-based feature importance analysis identified two specific species populations, Ca Accumulibacter (PAO) and Defluvicoccus (GAO), strongly correlated with high water temperatures, in contrast to the existing understanding based on laboratory experiments. The positive association among Ca Accumulibacter, Defluvicoccus, and the water temperature in full scale EBPR processes was validated with microbial association network analysis as well as the ML-based results. Overall, our ML-enabled analysis could provide new findings about the interplay between PAOs and environmental factors, which have practical implications for sustainable design and operation of full scale EBPR processes.

ANALYSIS OF THE WORK OF SEWAGE TREATMENT PLANTS IN LYANTOR CITY, TYUMEN REGION

Background Lyantor city (the city status was obtained in 1992) is located on the territory of one of the largest fields in Russia - the Lyantor oil and gas condensate field. Sewage treatment plants (STP) were built and put into operation in the period 1987-1989, the project provides for 2 stages of construction with a total capacity of 14,000 m3/day. STP includes mechanical, biological treatment, disinfection of treated wastewater at an ultraviolet installation and treatment of precipitation at filter presses. The volume of wastewater received for treatment is 35 % of the design capacity of STP -14000, which is due to the general trend of reducing wastewater costs in recent years (the use of water-saving technologies, the use of water metering devices, production reduction, etc.). Municipal Unitary Enterprise «Management of Heat Supply and Sanitation», Lyantor, in order to optimize costs and comply with the technology of biological wastewater treatment in 2012 brought one of the queues (7000 m3/day) to conservation. To date, the degree of purification of wastewater discharged into the Pim River does not meet modern regulatory requirements. In order to improve the reliability, quality and environmental safety of the city's wastewater treatment, a technological audit was conducted in December 2019. During the audit, a survey of working sewage treatment plants was conducted, taking into account the information obtained in the operating laboratory on the territory of the STP. Aims and Objectives The aim of the work is to analyze the work of sewage treatment plants of the city on the basis of data obtained during a technological audit, to identify the causes of violations of wastewater treatment technology, to develop recommendations for improving the operation of the water treatment plant and bringing the degree of wastewater treatment to the regulatory requirements for discharge into the reservoir. Results The main factors affecting the wastewater treatment process are identified, the reasons for the violation of the technological treatment regime are identified, and recommendations are developed for intensifying the operating mode and taking measures to bring the STP to the normative characteristics of wastewater treatment. According to the results of the survey of the technological wastewater treatment system, it was concluded that the existing scheme is not able to provide wastewater treatment to the required standards and there is no technical possibility to bring the quality of treatment on the existing equipment to the standard values. It is shown that for high-quality treatment of domestic wastewater, it is necessary to perform reconstruction with a change in the technological scheme of treatment or the construction of new sewage treatment facilities based on modern technologies for biological nitrogen removal, biological and chemical phosphate removal and precipitation treatment. The recommended measures can serve as a material for promising solutions to improve the operation of treatment facilities in the process of developing an investment program for the development of the city's wastewater disposal system, as well as be the basis for developing a project for the reconstruction (construction) of existing STP.

Achieving partial nitrification, enhanced biological phosphorus removal and in-situ fermentation (PNPRF) in continuous-flow system and mechanism analysis at transcriptional level

Simultaneous partial nitrification, biological phosphorous removal and sludge fermentation in continuous–flow system faced many challenges in wastewater treatment plants (WWTPs). In this study, a novel process was developed to achieve partial nitrification, enhanced biological phosphorus removal and in–situ fermentation (PNPRF) in continuous–flow system dominated by Tetrasphaera treating low carbon/nitrogen ratio (COD/N) real domestic wastewater. After 80 days of operation, no external carbon was added into the influent. Nitrite accumulation ratio (NAR) reached 99.4% and removal efficiency of PO43−–P was 100%. The effluent concentration of total inorganic nitrogen (TIN) was lower than 2 mg/L. Compared with traditional biological nitrogen and phosphorus removal processes, the daily sludge discharge in continuous–flow PNPRF decreased by 61.9%. DNA concentration of the sludge supernatant after anaerobic zone was 2.26-fold of that before anaerobic zone, and percentages of intact cells decreased by 6.9% and necrotic cells increased by 8.3%, indicating that cell lysis caused the reduction of sludge discharge. The negative effect of prolonged anaerobic phase on transcriptional response of nxrB gene was more significant than that of amoA and hao gene, which resulted in stable partial nitrification. The activities of ammonium–oxidizing bacteria (AOB) were higher than that of nitrite–oxidizing bacteria (NOB), and reverse transcriptional PCR (RT–PCR) showed that RNA expression of AOB was higher than that of NOB. Achieving partial nitrification, enhanced biological phosphorus removal and in–situ fermentation in continuous-flow system dominated by Tetrasphaera solved the problems of carbon source deficiency and large amount of sludge discharge in treating real domestic wastewater process.

A Comparative Study of a Moving Bed Biofilm Reactor and Bio-shaft Technology for a Wastewater Treatment Process: A review

In addition to the primary treatment, biological treatment is used to reduce inorganic and organic components in the wastewater. The separation of biomass from treated wastewater is usually important to meet the effluent disposal requirements, so the MBBR system has been one of the most important modern technologies that use plastic tankers to transport biomass with wastewater, which works in pure biofilm, at low concentrations of suspended solids. However, biological treatment has been developed using the active sludge mixing process with MBBR. Turbo4bio was established as a sustainable and cost-effective solution for wastewater treatment plants in the early 1990s and ran on minimal sludge, and is easy to maintain. This has now evolved into a technology that has proven successful worldwide with trouble-free operation and improved Turbo4bio technology, an advanced high-intensity ventilation system fully enclosed and non-mechanical, ensuring odor-free operation, simple and environmentally friendly operation and long life of domestic and commercial wastewater treatment And the municipality. In this paper, a comparison between MBBR and T4B treatment system was made. As a general review of previous research and experiments, it is possible to reduce the total cost based on building all plant structures to obtain concentrations within the permissible limits of pollutants at the final outlets. It is clear that the use of MBBR has contributed to the realization of simultaneous biological phosphorous and nitrogen removal experiments, which aim to change the more significant methods developed from conventional methods, from the advantages of the Turbo 4 Bioreactor with low cost and high production performance, with less energy consumption and lower operating costs because it does not require Chemicals for processing, cleaning, and disinfection. It only takes small amounts of chlorine, the use of a compressor system for air, and rapid recovery providing high rates of generation of biomass to restore the plant quickly.