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1

Constantine, T. A., D. Chauvin, J. Helka, B. Hook, and G. V. Crawford. "Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility." Proceedings of the Water Environment Federation 2010, no. 5 (2010): 230–37. http://dx.doi.org/10.2175/193864710798216800.

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2

Ma, Jiawen, Yaoyu Feng, Yue Hu, Eric N. Villegas, and Lihua Xiao. "Human infective potential of Cryptosporidium spp., Giardia duodenalis and Enterocytozoon bieneusi in urban wastewater treatment plant effluents." Journal of Water and Health 14, no. 3 (2016): 411–23. http://dx.doi.org/10.2166/wh.2016.192.

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Cryptosporidiosis, giardiasis, and microsporidiosis are important waterborne diseases. In the standard for wastewater treatment plant (WWTP) effluents in China and other countries, the fecal coliform count is the only microbial indicator, raising concerns about the potential for pathogen transmission through WWTP effluent reuse. In this study, we collected 50 effluent samples (30 L/sample) from three municipal WWTPs in Shanghai, China, and analyzed for Cryptosporidium spp., Giardia duodenalis and Enterocytozoon bieneusi by microscopy and/or polymerase chain reaction (PCR). Moreover, propidium
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3

Venelinov, Tony, Galina Yotova, Veronika Mihaylova, Svetlana Lazarova, and Stefan Tsakovski. "Impact Assessment of the Wastewater Treatment Plants’ Discharges on Maritsa River." International Journal Bioautomation 25, no. 2 (2021): 169–82. http://dx.doi.org/10.7546/ijba.2021.25.2.000823.

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Data analysis of wastewater samples at the outlets of wastewater treatment plants (WWTPs) of Pazardzhik, Plovdiv and Svilengrad, which discharge into the Maritsa River is presented. Total monthly loads for 2017 at the outlets are calculated using the monthly averages for the concentrations of chemical oxygen demand, biochemical oxygen demand, total phosphorus and total nitrogen (TN) and the monthly averages for the flow rates. The contributions of the WWTPs to the total river loads emphasize that the impact of WWTPs of Pazardzhik and Plovdiv is significantly greater than WWTP of Svilengrad. Ad
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4

Yotova, Galina, Tony Venelinov, and Stefan Tsakovski. "Chemometric Assessment of Bulgarian Wastewater Treatment Plants’ Effluents." Molecules 25, no. 19 (2020): 4408. http://dx.doi.org/10.3390/molecules25194408.

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Surface water quality strongly depends on anthropogenic activity. Among the main anthropogenic sources of this activity are the wastewater treatment plant (WWTP) effluents. The discharged loads of nutrients and suspended solids could provoke serious problems for receiving water bodies and significantly alter the surface water quality. This study presents inventory analysis and chemometric assessment of WWTP effluents based on the mandatory monitoring data. The comparison between the Bulgarian WWTPs and previously reported data from other countries reveals that discharged loads from investigate
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5

Yoon, Suchul, Norihide Nakada, and Hiroaki Tanaka. "Occurrence and fate of N-nitrosamines and their formation potential in three wastewater treatment plants in Japan." Water Science and Technology 68, no. 10 (2013): 2118–26. http://dx.doi.org/10.2166/wst.2013.458.

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N-nitrosamines are well known as carcinogens present in the environment. However, studies of the occurrence and fate of N-nitrosamines and their N-nitrosamine formation potential (FP) in wastewater treatment plants (WWTPs) are lacking. Therefore, the objectives of this study were to determine the occurrence of N-nitrosamines in WWTPs, the FP of N-nitrosamines on chloramination during wastewater treatment, and the efficiency of FPNH2Cl reduction by biological treatment. Also, the residual FPNH2Cl in the final discharge was investigated. The efficiencies of removal of N-nitrosamines ranged from
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6

Sherchan, Samendra P., Shalina Shahin, Jeenal Patel, et al. "Occurrence of SARS-CoV-2 RNA in Six Municipal Wastewater Treatment Plants at the Early Stage of COVID-19 Pandemic in The United States." Pathogens 10, no. 7 (2021): 798. http://dx.doi.org/10.3390/pathogens10070798.

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In this study, we investigated the occurrence of Severe Acute Respiratory Syndrome Coronavirus-2 (SARS-CoV-2) RNA in primary influent (n = 42), secondary effluent (n = 24) and tertiary treated effluent (n = 34) collected from six wastewater treatment plants (WWTPs A–F) in Virginia (WWTP A), Florida (WWTPs B, C, and D), and Georgia (WWTPs E and F) in the United States during April–July 2020. Of the 100 wastewater samples analyzed, eight (19%) untreated wastewater samples collected from the primary influents contained SARS-CoV-2 RNA as measured by reverse transcriptase quantitative polymerase ch
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7

van Kempen, R., C. C. R. ten Have, S. C. F. Meijer, et al. "SHARON process evaluated for improved wastewater treatment plant nitrogen effluent quality." Water Science and Technology 52, no. 4 (2005): 55–62. http://dx.doi.org/10.2166/wst.2005.0087.

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New stricter nitrogen effluent standards and increasing influent loads require existing wastewater treatment plans (WWTPs) to extend or optimize. At WWTPs with limited aeration capacity, limited denitrification capacity or shortage of aerobic sludge age, implementation of SHARON to improve nitrogen effluent quality can be a solution. SHARON is a compact, sustainable and cost-effective biological process for treatment of nitrogen-rich rejection waters. At WWTP Rotterdam-Dokhaven and WWTP Utrecht a SHARON has been in operation for several years. For both WWTPs the effect of SHARON on the nitroge
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8

Schwermer, Carsten Ulrich, Pawel Krzeminski, Aina Charlotte Wennberg, Christian Vogelsang, and Wolfgang Uhl. "Removal of antibiotic resistant E. coli in two Norwegian wastewater treatment plants and by nano- and ultra-filtration processes." Water Science and Technology 77, no. 4 (2017): 1115–26. http://dx.doi.org/10.2166/wst.2017.642.

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Abstract The effectivity of different treatment stages at two large wastewater treatment plants (WWTPs) located in Oslo, Norway, to remove antibiotic resistant Escherichia coli from municipal wastewater was investigated. The WWTPs were effective in reducing the total cultivable E. coli. The E. coli in WWTP samples were mainly resistant to ampicillin (6–27%) and trimethoprim-sulfamethoxazole (5–24%), and, to a lesser extent, tetracycline (3–14%) and ciprofloxacin (0–7%). In the first WWTP, a clear decrease in the percentage of E. coli resistant to these antibiotics was found, with the main remo
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9

Mirra, Renata, Christian Ribarov, Dobril Valchev, and Irina Ribarova. "Towards Energy Efficient Onsite Wastewater Treatment." Civil Engineering Journal 6, no. 7 (2020): 1218–26. http://dx.doi.org/10.28991/cej-2020-03091542.

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The objective of this work is to demonstrate that some weaknesses of the onsite packaged WWTP associated with high operational costs and energy inefficiency could be overcome by improved management. The research methodology consists of series of batch studies with sludge from municipal or onsite WWTP, which simulate different working regimes of the onsite WWTPs – daily operation, toilet flushing and dishwasher machine. A simple classical tool, Oxygen Uptake Rate (OUR) is used to prove the hypothesis that regardless the specificity of the onsite WWTPs, namely the irregularity of the flow and lo
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10

Kaddoura, Khalid, Tarek Zayed, Zhi Chen, Altayeb Qasem, and Serter Atabay. "Optimized maintenance model for wastewater treatment plants." Canadian Journal of Civil Engineering 47, no. 8 (2020): 929–38. http://dx.doi.org/10.1139/cjce-2019-0188.

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Wastewater treatment plants (WWTPs) are facing significant deterioration due to aging and improper maintenance. Statistics Canada reported that 22% and 14% of the wastewater treatment plants in Alberta and Ontario, respectively, are in poor and very poor conditions. Because of the non-capital and capital improvement requirements for any WWTP, intervention decision-making tools are paramount. The objectives of this research were to develop an integrated condition rating model for the WWTP and an optimized maintenance, rehabilitation, and replacement (MR&R) intervention model. The condition
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11

Hejabi, Nasim, Seyed Mahdi Saghebian, Mohammad Taghi Aalami, and Vahid Nourani. "Evaluation of the effluent quality parameters of wastewater treatment plant based on uncertainty analysis and post-processing approaches (case study)." Water Science and Technology 83, no. 7 (2021): 1633–48. http://dx.doi.org/10.2166/wst.2021.067.

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Abstract Wastewater treatment plants (WWTPs) are highly complicated and dynamic systems and so their appropriate operation, control, and accurate simulation are essential. The simulation of WWTPs according to the process complexity has become an important issue in growing environmental awareness. In recent decades, artificial intelligence approaches have been used as effective tools in order to investigate environmental engineering issues. In this study, the effluent quality of Tabriz WWTP was assessed using two intelligence models, namely support Vector Machine (SVM) and artificial neural net
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Kretschmer, F., G. Neugebauer, R. Kollmann, et al. "Resource recovery from wastewater in Austria: wastewater treatment plants as regional energy cells." Journal of Water Reuse and Desalination 6, no. 3 (2015): 421–29. http://dx.doi.org/10.2166/wrd.2015.119.

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Although the main function of a wastewater treatment plant (WWTP) is to remove various constituents from wastewater it can also serve as a source of energy and other materials. The generated resources can be used either on-site at the WWTP or elsewhere at an adjacent infrastructure. In the course of a current national research project, the possibilities and potentials regarding the integration of WWTPs into local energy supply concepts are being investigated in Austria. Preliminary results show that in particular the amount of thermal energy available exceeds by far the on-site demands of WWTP
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13

Sówka, Izabela, Yaroslav Bezyk, Agnieszka Grzelka, Urszula Miller, and Łukasz Pachurka. "Seasonal odor impact range of selected wastewater treatment plants – modeling studies using Polish reference model." Water Science and Technology 2017, no. 2 (2018): 422–29. http://dx.doi.org/10.2166/wst.2018.156.

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Abstract On-site odor measurements and mathematical modeling are useful for identifying the odor impact at the source and receptors located in areas adjacent to wastewater treatment plants (WWTPs). Impact of open area sources can be significant and may influence air quality both at the WWTP area and downwind in the surrounding areas. In this work, results of the odor measurements carried out in the spring and summer season for sources within three different mechanical-biological WWTPs in Poland are presented. The odor impact assessment was completed using a Polish reference model. The odor emi
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14

Wahlberg, C., B. Björlenius, and N. Paxéus. "Fluxes of 13 selected pharmaceuticals in the water cycle of Stockholm, Sweden." Water Science and Technology 63, no. 8 (2011): 1772–80. http://dx.doi.org/10.2166/wst.2011.124.

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Mass flows of 13 pharmaceutical active ingredients (APIs) found in drinking water were studied in the water cycle of Stockholm. Data were collected by analyzing samples of surface water, raw water and drinking water as well as influents, effluents and sludges from waste water treatment plants (WWTPs) in Stockholm area. A mass balance was performed, based on sold amounts of pharmaceuticals and the measured concentrations in water and sludge. The selected APIs were all present in WWTP effluents and the removal rates for many of them were poor. Mass balance calculations showed that the three stud
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15

Hallas, John, Cheryl Mackowiak, Ann Wilkie, and Willie Harris. "Struvite Phosphorus Recovery from Aerobically Digested Municipal Wastewater." Sustainability 11, no. 2 (2019): 376. http://dx.doi.org/10.3390/su11020376.

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Small, municipal wastewater treatment plants (WWTPs) that use aerobic digestion treat approximately 40% of the discharged wastewater in the USA, and yet they are an overlooked source of recoverable P. There are no known reports of small, aerobic WWTPs recovering P through struvite (MgNH4PO4·6H2O) precipitation for repurposing as a mineral fertilizer, even though some large WWTPs with anaerobic digestion are. Four small WWTPs in north Florida, USA, with treatment capacities from 371 to 2650 m3 wastewater d−1 and incoming P loads from 2 to 14 kg d−1 were investigated for their potential to produ
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16

Kelly, John J., Maxwell G. London, Amanda R. McCormick, Miguel Rojas, John W. Scott, and Timothy J. Hoellein. "Wastewater treatment alters microbial colonization of microplastics." PLOS ONE 16, no. 1 (2021): e0244443. http://dx.doi.org/10.1371/journal.pone.0244443.

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Microplastics are ubiquitous contaminants in aquatic habitats globally, and wastewater treatment plants (WWTPs) are point sources of microplastics. Within aquatic habitats microplastics are colonized by microbial biofilms, which can include pathogenic taxa and taxa associated with plastic breakdown. Microplastics enter WWTPs in sewage and exit in sludge or effluent, but the role that WWTPs play in establishing or modifying microplastic bacterial assemblages is unknown. We analyzed microplastics and associated biofilms in raw sewage, effluent water, and sludge from two WWTPs. Both plants retain
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17

Riley, Derall M., Jiashen Tian, Gamze Güngör-Demirci, Patrick Phelan, J. Rene Villalobos, and Ryan J. Milcarek. "Techno-Economic Assessment of CHP Systems in Wastewater Treatment Plants." Environments 7, no. 10 (2020): 74. http://dx.doi.org/10.3390/environments7100074.

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Wastewater treatment plant (WWTP) utilization of combined heat and power (CHP) systems allows for the efficient use of on-site biogas production, as well as increased annual savings in utility costs. In this paper, a review of biogas energy recovery options, CHP prime mover technologies, and the costs associated with biogas cleaning give a broad summary of the current state of CHP technology in WWTPs. Even though there are six different prime mover technologies, the main ones currently being implemented in WWTPs are micro turbines, fuel cells and reciprocating engines. Different prime movers o
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18

Hanner, N., A. Mattsson, C. Gruvberger, et al. "Reducing the total discharge from a large WWTP by separate treatment of primary effluent overflow." Water Science and Technology 50, no. 7 (2004): 157–62. http://dx.doi.org/10.2166/wst.2004.0444.

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At many large wastewater treatment plants (WWTPs) the increased hydraulic load, caused by combined sewer systems during storm events, results in primary effluent overflow when the capacity of further treatment is exceeded. Due to stringent effluent standards, regulating the total discharge from the WWTPs, the Rya WWTP in Göteborg and the Sjölunda WWTP in Malmö will have to reduce the impact of primary effluent overflow. Separate, high rate, precipitation processes operated only during high flow conditions have been investigated in pilot units at the two WWTPs. Precipitation in existing primary
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19

Uyaguari, Miguel I., Erin B. Fichot, Geoffrey I. Scott та R. Sean Norman. "Characterization and Quantitation of a Novel β-Lactamase Gene Found in a Wastewater Treatment Facility and the Surrounding Coastal Ecosystem". Applied and Environmental Microbiology 77, № 23 (2011): 8226–33. http://dx.doi.org/10.1128/aem.02732-10.

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ABSTRACTWastewater treatment plants (WWTPs) are engineered structures that collect, concentrate, and treat human waste, ultimately releasing treated wastewater into local environments. While WWTPs efficiently remove most biosolids, it has been shown that many antibiotics and antibiotic-resistant bacteria can survive the treatment process. To determine how WWTPs influence the concentration and dissemination of antibiotic-resistant genes into the environment, a functional metagenomic approach was used to identify a novel antibiotic resistance gene within a WWTP, and quantitative PCR (qPCR) was u
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20

Mullins, Darragh, Derek Coburn, Louise Hannon, Edward Jones, Eoghan Clifford, and Martin Glavin. "Using image processing for determination of settled sludge volume." Water Science and Technology 78, no. 2 (2018): 390–401. http://dx.doi.org/10.2166/wst.2018.315.

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Abstract Determination of the sludge volume index is key to describing the settling characteristics of sludge in the aeration process of wastewater treatment plants (WWTPs). The two core components of this calculation are the settled sludge volume (SSV) and suspended solids. While the measurement procedure for SSV is generally defined by national or international standards, in practice a wide variety of vessel sizes and shapes are used by operators to monitor WWTP performance. Furthermore, differences in how these tests are carried out can lead to poor data, inefficient WWTP operation and a la
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Tränckner, J., T. Franz, K. Seggelke, and P. Krebs. "Dynamic optimisation of WWTP inflow to reduce total emission." Water Science and Technology 56, no. 10 (2007): 11–18. http://dx.doi.org/10.2166/wst.2007.740.

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A prerequisite for an integrated control of sewer and wastewater treatment plant (WWTP) is a capacity driven inflow control to WWTP. This requires reliable information about the current status of WWTP operation and its behaviour on varying hydraulic, COD and nutrient loads. So far most of the proposed control strategies are based on hypothetical modelling studies. In this paper the behaviour of three large WWTPs on increased storm water loads is analysed based on online measurements of several years. In all cases the main limiting factors for an increase of load were the sedimentation processe
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Kato, Hiroyuki, Hiroyuki Fujimoto, and Kenichi Yamashina. "Operational Improvement of Main Pumps for Energy-Saving in Wastewater Treatment Plants." Water 11, no. 12 (2019): 2438. http://dx.doi.org/10.3390/w11122438.

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Efforts towards energy independence in wastewater treatment plants (WWTPs) constitute important policy in Japan. Energy-saving strategies consist of operational improvements and the installation of energy-saving devices. The energy consumed by the main pumps is equal to approximately 14% of the energy consumed by WWTPs in average in Japan. The main pumps, which are simple machines, do not have the innovative, energy-saving devices associated with other equipment used in WWTPs; therefore, realizing energy savings through operational improvement is extremely important. In recent years, variable
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Mocholi-Arce, Manuel, Trinidad Gómez, Maria Molinos-Senante, Ramon Sala-Garrido, and Rafael Caballero. "Evaluating the Eco-Efficiency of Wastewater Treatment Plants: Comparison of Optimistic and Pessimistic Approaches." Sustainability 12, no. 24 (2020): 10580. http://dx.doi.org/10.3390/su122410580.

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The assessment of wastewater treatment plant (WWTP) performance has gained the interest of water utilities and water regulators. Eco-efficiency has been identified as a powerful indicator, as it integrates economic and environmental variables into a single index. Most previous studies have employed traditional data envelopment analysis (DEA) for the evaluation of WWTP eco-efficiency. However, DEA allows the selection of input and output weights for individual WWTPs for the calculation of eco-efficiency scores. To overcome this limitation, we employed the double-frontier and common set of weigh
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Rödel, S., F. W. Günthert, and T. Brüggemann. "Investigating the impacts of extraneous water on wastewater treatment plants." Water Science and Technology 75, no. 4 (2016): 847–55. http://dx.doi.org/10.2166/wst.2016.570.

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To demonstrate the effects of increased extraneous water on operation, purification, and energy efficiency, two wastewater treatment plants (WWTPs) have been investigated in detail under the research project ‘Sealing of sewer pipes – Effects on the purification performance of WWTPs and their impact on the local water balance’. Both treatment plants, after evaluating and analyzing the measurement data and information about them, were compared in the light of existing literature and other practical investigations. Furthermore, the results were assessed with respect to transferability to other tr
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Minhaj, Putri Ghina O., Mochammad Adhiraga Pratama, Sandyanto Adityosulindro, and Djoko M. Hartono. "Modeling performance of industrial park wastewater treatment plant by STOAT software." E3S Web of Conferences 211 (2020): 02018. http://dx.doi.org/10.1051/e3sconf/202021102018.

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To control environmental pollution, the Wastewater Treatment Plant (WWTP) plays a vital role in treating wastewater to comply with quality standards before being discharged into the environment. However, not all WWTPs have worked optimally, so the periodic evaluations must be carried out to determine problems and what efforts can be made to improve WWTP processing quality. This study aims to evaluate the Jababeka 1 WWTP, which functions to treat wastewater in Industrial Area 1 and Industrial Area 7, which are in the Jababeka Industrial Estate (KIJ). Evaluation is carried out by comparing the a
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26

Chu, C. P., Y. S. Wu, C. C. Lin, and Y. J. Chung. "Reuse potential analysis on WWTP effluent of industrial parks in Taiwan." Water Science and Technology 55, no. 1-2 (2007): 425–31. http://dx.doi.org/10.2166/wst.2007.043.

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This study examined the reuse potential of the effluents discharged from several unified wastewater treatment plants (WWTPs) of industrial parks in Taiwan, with designed capacity exceeding 10,000 CMD. Parameters were selected based on the relevant reuse purposes. The “potential recycling percentage”, R of the WWTP effluent was defined as the maximal percentage of pure water extractable by the “ideal reverse osmosis module” while the RO retentate still met local effluent standards and required no treatment. The analytical results demonstrated that the WWTP effluents had potential for recycling.
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Sanderson, Haley, Rodrigo Ortega-Polo, Kevin McDermott, et al. "Quantification and Multidrug Resistance Profiles of Vancomycin-Resistant Enterococci Isolated from Two Wastewater Treatment Plants in the Same Municipality." Microorganisms 7, no. 12 (2019): 626. http://dx.doi.org/10.3390/microorganisms7120626.

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Wastewater treatment plants (WWTPs) are points of control for the environmental dissemination of antimicrobial resistant bacteria. Vancomycin-resistant enterococci (VRE) were used as indicators of antimicrobial resistance (AMR) in two WWTPs (biologically aerated filter (BAF) and conventional activated sludge (CAS)) in the same municipality. The removal and abundance of enterococci and VRE as well as the species and antimicrobial resistance profiles of VRE were assessed. Enterococci and VRE from the primary and final effluents were enumerated. Results were assessed from an ecological context. V
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Pouillot, Régis, Jane M. Van Doren, Jacquelina Woods, et al. "Meta-Analysis of the Reduction of Norovirus and Male-Specific Coliphage Concentrations in Wastewater Treatment Plants." Applied and Environmental Microbiology 81, no. 14 (2015): 4669–81. http://dx.doi.org/10.1128/aem.00509-15.

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ABSTRACTHuman norovirus (NoV) is the leading cause of foodborne illness in the United States and Canada. Wastewater treatment plant (WWTP) effluents impacting bivalve mollusk-growing areas are potential sources of NoV contamination. We have developed a meta-analysis that evaluates WWTP influent concentrations and log10reductions of NoV genotype I (NoV GI; in numbers of genome copies per liter [gc/liter]), NoV genotype II (NoV GII; in gc/liter), and male-specific coliphage (MSC; in number of PFU per liter), a proposed viral surrogate for NoV. The meta-analysis included relevant data (2,943 meas
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Ledford, Sarah H., Jacob S. Diamond, and Laura Toran. "Large spatiotemporal variability in metabolic regimes for an urban stream draining four wastewater treatment plants with implications for dissolved oxygen monitoring." PLOS ONE 16, no. 8 (2021): e0256292. http://dx.doi.org/10.1371/journal.pone.0256292.

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Urbanization and subsequent expansion of wastewater treatment plant (WWTP) capacity has the potential to alter stream metabolic regimes, but the magnitude of this change remains unknown. Indeed, our understanding of downstream WWTP effects on stream metabolism is spatially and temporally limited, and monitoring designs with upstream-downstream comparison sites are rare. Despite this, and despite observed spatiotemporal variability in stream metabolic regimes, regulators typically use snapshot monitoring to assess ecosystem function in receiving streams, potentially leading to biased conclusion
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Potorski, Jacek, Izabela Koniuszewska, Małgorzata Czatzkowska, and Monika Harnisz. "Drug resistance in airborne bacteria isolated from waste management and wastewater treatment plants in Olsztyn." E3S Web of Conferences 100 (2019): 00066. http://dx.doi.org/10.1051/e3sconf/201910000066.

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Wastewater treatment plants (WWTPs) and municipal waste management plants (MWMPs) emit bioaerosols containing potentially pathogenic biological components which post a threat for human health. Microbiological monitoring supports evaluations of the antibiotic resistance (AR) of airborne microorganisms and the relevant health risks. The aim of this study was to analyze the microbiological quality of air sampled in a WWTP and MWMP in Olsztyn based on total bacterial counts, the presence of bacteria resistant to three antibiotic classes (beta-lactams, tetracyclines and chloramphenicol) and genes e
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Arroyo, Antonia, Fabián Provoste, Montserrat Rodríguez, and Ana L. Prieto. "A Mechanistic Model to Assess the Fate of Naphthalene and Benzo(a)pyrene in a Chilean WWTP." Processes 9, no. 8 (2021): 1313. http://dx.doi.org/10.3390/pr9081313.

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Polycyclic aromatic hydrocarbons (PAHs) are a family of organic compounds of widespread presence in the environment. They are recalcitrant, ubiquitous, prone to bioaccumulation, and potentially carcinogenic. Effluent from wastewater treatment plants (WWTPs) constitutes a major source of PAHs into water bodies, and their presence should be closely monitored, especially considering the increasing applications of potable and non-potable reuse of treated wastewater worldwide. Modeling the fate and distribution of PAHs in WWTPs is a valuable tool to overcome the complexity and cost of monitoring an
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Utami, Ayu, Nandra Eko Nugroho, Salam Via Febriyanti, Thamzez Nuur Anom, and Ahmad Muhaimin. "Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta." Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan 16, no. 3 (2019): 172–79. http://dx.doi.org/10.14710/presipitasi.v16i3.172-179.

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As population increases, domestic wastewater generated will increase as well. Domestic wastewater needs to be treated properly so as not to pollute the recipient's water body. Kampung Kandang already has a communal domestic wastewater treatment plant (WWTP) to treat domestic wastewater generated by citizens. The problem from the citizens is that the WWTP needs to be rehabilitated because the amount of sludge floating in the first biological treatment tank and still has a disturbing odor. Alternative solution for this problem is by rehabilitating WWTPs so that their functions are more optimal.
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Tiirik, Kertu, Hiie Nõlvak, Marika Truu, Angela Peeb, Margit Kõiv-Vainik, and Jaak Truu. "The Effect of the Effluent from a Small-Scale Conventional Wastewater Treatment Plant Treating Municipal Wastewater on the Composition and Abundance of the Microbial Community, Antibiotic Resistome, and Pathogens in the Sediment and Water of a Receiving Stream." Water 13, no. 6 (2021): 865. http://dx.doi.org/10.3390/w13060865.

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The effluents of wastewater treatment plants (WWTPs) are major contributors of nutrients, microbes—including those carrying antibiotic resistance genes (ARGs)—and pathogens to receiving waterbodies. The effect of the effluent of a small-scale activated sludge WWTP treating municipal wastewater on the composition and abundance of the microbial community as well as the antibiotic resistome and pathogens in the sediment and water of the receiving stream and river was studied using metagenome sequencing and a quantitative approach. Elevated Bacteroidetes proportions in the prokaryotic community, h
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Mannina, Giorgio, and Gaspare Viviani. "Hybrid moving bed biofilm reactors: an effective solution for upgrading a large wastewater treatment plant." Water Science and Technology 60, no. 5 (2009): 1103–16. http://dx.doi.org/10.2166/wst.2009.416.

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Over the last few years there has been a growing attention regarding the receiving water body quality state. As a matter of a fact, the Directive 91/271 of the European Union (EU) replaced the “emission standard” concept that fixes discharge limits depending on polluting emission characteristics, with the “stream standard” concept that fixes discharge limits for each polluting substance depending on self-depurative characteristics of the RWB. In this context, several WWTPs need to be upgraded in order to meet stricter effluent limits. The need of WWTP upgrading was also emphasized by the growi
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Drewnowski, Jakub, Jacek Mąkinia, Aleksandra Szaja, Grzegorz Łagód, Łukasz Kopeć, and José Alonso Aguilar. "Comparative Study of Balancing SRT by Using Modified ASM2d in Control and Operation Strategy at Full-Scale WWTP." Water 11, no. 3 (2019): 485. http://dx.doi.org/10.3390/w11030485.

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Detailed knowledge on the composition of the influent going into the wastewater treatment system is essential for the development of a reliable computer model. In the context of WWTPs (wastewater treatment plants), the wastewater characteristics are not only important for activated sludge system modelling, but also have an impact on the appropriate control of single unit operations. The aim of this study was to evaluate the concepts of COD (chemical oxygen demand) fractionation measurement in municipal wastewater with a respirometric method in control, and modelling the biological treatment pr
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36

Boltz, J. P., E. Morgenroth, and D. Sen. "Mathematical modelling of biofilms and biofilm reactors for engineering design." Water Science and Technology 62, no. 8 (2010): 1821–36. http://dx.doi.org/10.2166/wst.2010.076.

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Mathematical models are critical to modern environmental biotechnology—both in research and in the engineering practice. Wastewater treatment plant (WWTP) simulators are used by consulting engineers and WWTP operators when planning, designing, optimizing, and evaluating the unit processes that comprise municipal and industrial WWTPs. Many WWTP simulators have been expanded to include a submerged completely-mixed biofilm reactor module that is based on the mathematical description of a one-dimensional biofilm. Leading consultants, equipment manufacturers, and WWTP modelling software developers
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37

Poutiainen, H., H. Niska, H. Heinonen-Tanski, and M. Kolehmainen. "Use of sewer on-line total solids data in wastewater treatment plant modelling." Water Science and Technology 62, no. 4 (2010): 743–50. http://dx.doi.org/10.2166/wst.2010.317.

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We describe a neural network model of a municipal wastewater treatment plant (WWTP) in which on-line total solids (TS) sewer data generated by a novel microwave sensor is used as a model input variable. The predictive performance of the model is compared with and without sewer data and with modelling with a traditional linear multiple linear regression (MLR) model. In addition, the benefits of using neural networks are discussed. According to our results, the neural network based MLP (multilayer perceptron) model provides a better estimate than the corresponding MLR model of WWTP effluent TS l
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38

Drewnowski, Jakub. "Advanced Supervisory Control System Implemented at Full-Scale WWTP—A Case Study of Optimization and Energy Balance Improvement." Water 11, no. 6 (2019): 1218. http://dx.doi.org/10.3390/w11061218.

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In modern and cost-effective Wastewater Treatment Plants (WWTPs), processes such as aeration, chemical feeds and sludge pumping are usually controlled by an operating system integrated with online sensors. The proper verification of these data-driven measurements and the control of different unit operations at the same time has a strong influence on better understanding and accurately optimizing the biochemical processes at WWTP—especially energy-intensive biological parts (e.g., the nitrification zone/aeration system and denitrification zone/internal recirculation). In this study, by integrat
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39

Lee, C., S. W. Choi, and I. B. Lee. "Sensor fault diagnosis in a wastewater treatment process." Water Science and Technology 53, no. 1 (2006): 251–57. http://dx.doi.org/10.2166/wst.2006.027.

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There are many sensors in a wastewater treatment process (WWTP) plant for monitoring process performance and condition. Sensor validation is essential to the success of process monitoring. In this paper, various sensor faults which can occur in WWTP are identified for taking proper remedial action at an early time. A proposed sensor fault isolation method is based on the variable reconstruction using principal component analysis (PCA). Even though several methods have been developed to identify sensor faults, they are only applicable to a static process. In other words, they cannot be successf
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40

Kreuzinger, N., M. Clara, B. Strenn, and H. Kroiss. "Relevance of the sludge retention time (SRT) as design criteria for wastewater treatment plants for the removal of endocrine disruptors and pharmaceuticals from wastewater." Water Science and Technology 50, no. 5 (2004): 149–56. http://dx.doi.org/10.2166/wst.2004.0322.

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Wastewater treatment plants (WWTPs) represent a significant source for the input of micro pollutants as endocrine disruptors (EDs) or pharmaceutically active compounds (PhACs) into the aquatic environment. Treatment efficiency of WWTPs often is reported, taking into account only inflow and effluent concentrations without further specification of the WWTP investigated. In order to allow comparison and evaluation of the removal efficiency of different layouts and concepts in wastewater treatment, additional information like the sludge retention time (SRT) and sludge load (F/M ratio) are necessar
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41

Nakada, N., M. Yasojima, Y. Okayasu, K. Komori, H. Tanaka, and Y. Suzuki. "Fate of oestrogenic compounds and identification of oestrogenicity in a wastewater treatment process." Water Science and Technology 53, no. 11 (2006): 51–63. http://dx.doi.org/10.2166/wst.2006.337.

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Understanding of the fate of oestrogen and oestrogenic compounds is important in improving the removal efficiency for oestrogens in wastewater treatment plants (WWTPs). In this study an attempt was made to clarify the fate of oestrogen, oestrogen sulphates, and oestrogenic compounds (synthetic oestrogen, nonylphenol and its relatives) by an instrumental analysis, and the fate of oestrogenicity by an in vitro assay. The investigation was conducted in an activated sludge WWTP in winter and summer, focusing on identification of the primary substances that induce oestrogenicity. Wastewater samples
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Olmez-Hanci, T., S. Dogruel, A. D. Allar Emek, et al. "Performance of ozone and peroxone on the removal of endocrine disrupting chemicals (EDCs) coupled with cost analysis." Water Science and Technology 82, no. 4 (2020): 640–50. http://dx.doi.org/10.2166/wst.2020.339.

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Abstract Micropollutants such as endocrine disruptors are one of the most important groups of chemicals polluting water resources. Conventional treatment systems may not be effective for the removal of endocrine disrupting chemicals (EDCs), and the fate of these chemicals should be carefully monitored in the effluent of wastewater treatment plants (WWTPs). Additional treatment methods such as advanced oxidation processes can be used for the removal of endocrine disruptors. This study presents the existence of endocrine disruptors in 4 different effluents: (i) municipal WWTP effluent, (ii) text
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Heinonen, M., M. Jokelainen, T. Fred, J. Koistinen, and H. Hohti. "Improved wet weather wastewater influent modelling at Viikinmäki WWTP by on-line weather radar information." Water Science and Technology 68, no. 3 (2013): 499–505. http://dx.doi.org/10.2166/wst.2013.213.

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Municipal wastewater treatment plant (WWTP) influent is typically dependent on diurnal variation of urban production of liquid waste, infiltration of stormwater runoff and groundwater infiltration. During wet weather conditions the infiltration phenomenon typically increases the risk of overflows in the sewer system as well as the risk of having to bypass the WWTP. Combined sewer infrastructure multiplies the role of rainwater runoff in the total influent. Due to climate change, rain intensity and magnitude is tending to rise as well, which can already be observed in the normal operation of WW
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44

Hernández-del-Olmo, Félix, Elena Gaudioso, Natividad Duro, and Raquel Dormido. "Machine Learning Weather Soft-Sensor for Advanced Control of Wastewater Treatment Plants." Sensors 19, no. 14 (2019): 3139. http://dx.doi.org/10.3390/s19143139.

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Control of wastewater treatment plants (WWTPs) is challenging not only because of their high nonlinearity but also because of important external perturbations. One the most relevant of these perturbations is weather. In fact, different weather conditions imply different inflow rates and substance (e.g., N-ammonia, which is among the most important) concentrations. Therefore, weather has traditionally been an important signal that operators take into account to tune WWTP control systems. This signal cannot be directly measured with traditional physical sensors. Nevertheless, machine learning-ba
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Rolbiecki, Damian, Monika Harnisz, Ewa Korzeniewska, Łukasz Jałowiecki, and Grażyna Płaza. "Occurrence of Fluoroquinolones and Sulfonamides Resistance Genes in Wastewater and Sludge at Different Stages of Wastewater Treatment: A Preliminary Case Study." Applied Sciences 10, no. 17 (2020): 5816. http://dx.doi.org/10.3390/app10175816.

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This study identified differences in the prevalence of antibiotic resistance genes (ARGs) between wastewater treatment plants (WWTPs) processing different proportions of hospital and municipal wastewater as well as various types of industrial wastewater. The influence of treated effluents discharged from WWTPs on the receiving water bodies (rivers) was examined. Genomic DNA was isolated from environmental samples (river water, wastewater and sewage sludge). The presence of genes encoding resistance to sulfonamides (sul1, sul2) and fluoroquinolones (qepA, aac(6′)-Ib-cr) was determined by standa
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46

Rott, Eduard, Oliver Happel, Dominic Armbruster, and Ralf Minke. "Behavior of PBTC, HEDP, and Aminophosphonates in the Process of Wastewater Treatment." Water 12, no. 1 (2019): 53. http://dx.doi.org/10.3390/w12010053.

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Ten times at intervals of 1–2 months, individual treatment stages of two wastewater treatment plants (WWTPs) were analyzed for the five quantitatively most widely used phosphonates. The total dissolved concentration of the investigated phosphonates in the influents was between 131 µg/L and 384 µg/L. The nitrogen-free phosphonates 2-phosphonobutane-1,2,4-tricarboxylic acid (PBTC) and 1-hydroxyethylidene(1,1-diphosphonic acid) (HEDP) accounted for an average proportion of 83–85%. Diethylenetriaminepenta(methylene phosphonic acid) (DTPMP) contributed with 13–14%, whereas aminotris(methylphosphoni
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47

BUDEIZ, Victor, and André AGUIAR. "MONITORING AND RELATIONSHIP OF COD AND BOD5 PARAMETERS IN AFLUENT AND TREATED SEWAGE FROM ITAJUBÁ AND PEDRALVA CITIES, MG." Periódico Tchê Química 17, no. 34 (2020): 80–92. http://dx.doi.org/10.52571/ptq.v17.n34.2020.98_p34_pgs_80_92.pdf.

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One of the main characteristics evaluated in municipal sewage treatment is the organic matter content, usually based on the analysis of Chemical and Biochemical Oxygen Demands, COD, and BOD respectively. The objective of this work was to analyze and compare the relation between the COD and BOD parameters for raw sewage (effluent) and treated sewage of two wastewater treatment plants (WWTPs) of the cities of Itajubá and Pedralva, both localized in the south of Minas Gerais, Brazil. Due to the data obtained over two years from the state sanitation company, the analysis of ratios and linear corre
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48

Cao, Yeshi, M. C. M. Van Loosdrecht, and Glen T. Daigger. "The bottlenecks and causes, and potential solutions for municipal sewage treatment in China." Water Practice and Technology 15, no. 1 (2020): 160–69. http://dx.doi.org/10.2166/wpt.2020.006.

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Abstract Since about the 1990s China has achieved remarkable progress in urban sanitation. The country has built very extensive infrastructure for wastewater treatment, with 94.5% treatment coverage in urban areas and legally mandated nation-wide full nutrient removal implemented. However, municipal wastewater treatment plants (WWTPs) in China are still confronted with issues rooted in the unique sewage characteristics. This study compares energy recovery, cost of nutrient removal and sludge production between Chinese municipal WWTPs and those in countries with longer wastewater treatment trad
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49

Tabe, Shahram, Vince Pileggi, Monica Nowierski, Sonya Kleywegt, and Paul Yang. "Occurrence, removal, and environmental impacts of emerging contaminants detected in water and wastewater in Southern Ontario—Part I: occurrence and removal." Water Practice and Technology 11, no. 2 (2016): 298–314. http://dx.doi.org/10.2166/wpt.2016.035.

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A comprehensive study was conducted at two wastewater treatment plants (WWTPs) and one water treatment plant (WTP) in Windsor, Ontario, Canada. The occurrence of 220 emerging and legacy compounds, their removal efficiencies by the existing treatment processes, and their potential environmental impacts were studied. The results are reported in a two part paper. In this part (I), the occurrence and removal efficiencies are presented. Three of the 47 target pharmaceutically active compounds (PhACs) and endocrine disrupting compounds (EDCs) contributed 89–96% of the total concentration of PhACs/ED
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50

Jenicek, P., J. Kutil, O. Benes, V. Todt, J. Zabranska, and M. Dohanyos. "Energy self-sufficient sewage wastewater treatment plants: is optimized anaerobic sludge digestion the key?" Water Science and Technology 68, no. 8 (2013): 1739–44. http://dx.doi.org/10.2166/wst.2013.423.

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The anaerobic digestion of primary and waste activated sludge generates biogas that can be converted into energy to power the operation of a sewage wastewater treatment plant (WWTP). But can the biogas generated by anaerobic sludge digestion ever completely satisfy the electricity requirements of a WWTP with ‘standard’ energy consumption (i.e. industrial pollution not treated, no external organic substrate added)? With this question in mind, we optimized biogas production at Prague's Central Wastewater Treatment Plant in the following ways: enhanced primary sludge separation; thickened waste a
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