Relevant bibliographies by topics / Sewage Treatment Facility

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Sewage Treatment Facility'

Author: Grafiati
Published: 3 June 2025
Last updated: 20 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Sewage Treatment Facility.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Sewage Treatment Facility"

1

Kim, Hye-Sung, Joon-Sik Moon, Jun-Young Jo, Chan-Geun Lee, Young-Cheol Cho, and Soon-Ki Hong. "Occurrence and Removal of Microplastic in Sewage Treatment Facilities in Chungcheongbuk-do." Journal of Environmental Analysis, Health and Toxicology 26, no. 1 (2023): 25–36. http://dx.doi.org/10.36278/jeaht.26.1.25.

Full text
Abstract:
Microplastics from sewage and wastewater treatment facilities can be discharged into rivers and oceans, and the treatment facilities themselves can be a point source of microplastic pollution. The microplastic detection status and methods were compared in Miwon, Cheongju, Jecheon, and Chungju sewage treatment facilities in Chungcheongbuk-do. Samples were collected from the inlet, filtration facility, and discharge of Miwon Sewage Treatment Facility, a Porous Substrate Bioreactor (PSBR) construction corporation. Additionally, the inlet, first settling tank, final settling tank and outlet samples were taken from three sewage treatment facilities (Cheongju, Jecheon, and Chungju), which use bioreactor transformation processes. In the results, raw water showed a range of 232-1,510 pieces/L, and effluent water showed a range of 0.7-6.7 pieces/L. All four sewage treatment facilities showed high treatment efficiency of 98.5-99.9%. The treatment processes showed high removal efficiency in the order of CNR (97.0%) > PSBR (95.9%) > NPR (91.5%) > SMART3 (70.3%). As a study was conducted on only one sewage treatment facility for each process, additional research is necessary.
APA, Harvard, Vancouver, ISO, and other styles
2

Gajewska, M., and H. Obarska-Pempkowiak. "Multistage treatment wetland for treatment of reject waters from digested sludge dewatering." Water Science and Technology 68, no. 6 (2013): 1223–32. http://dx.doi.org/10.2166/wst.2013.306.

Full text
Abstract:
The paper presents the influence of sewage composition on treatment in pilot-scale facility for reject waters (RW) from sewage sludge centrifugation. The facility consisted of mechanical (two tanks with 10 d retention each) and biological parts composed of three subsurface flow reed beds working in batch. Two years of monitoring of the facility proved high efficiency removal of predominant pollutants: chemical oxygen demand (COD) 75–80%, biochemical oxygen demand (BOD) 82.2–95.5% and total nitrogen 78.7–93.9% for low ratio of BOD5/COD in discharged RW. The differences in efficiency removal were correlated with the composition of organics and nitrogen compounds rather than with concentrations. It was assumed that high concentration of colloidal fraction of Org-N and COD in discharged RW led to a decrease in efficiency removal.
APA, Harvard, Vancouver, ISO, and other styles
3

Dzhumagulova, Nazira, Ilya Svetkov, Vladimir Smetanin, and Nguyen Dinh Dap. "Fractal analysis of biological wastewater treatment efficiency." MATEC Web of Conferences 251 (2018): 06005. http://dx.doi.org/10.1051/matecconf/201825106005.

Full text
Abstract:
The purpose of the present research was to enhance the efficiency of biological wastewater treatment through the direct impact on the metabolism of activated sludge. In the course of research, species and quantitative composition of biological community of activated sludge in aeration tanks during wastewater purification process was studied. Comparative analysis was carried out for linen production wastewater and household sewage. Possible application of biological treatment in linen production was evaluated. Proposals were developed on creation of controllable biological treatment facility. In this paper, biological methods are shown to be efficient for household sewage treatment. Comparative analysis was carried out for linen production wastewater and household sewage. Possible application of biological treatment in linen production was evaluated. Proposals were developed on creation of controllable biological treatment facility.
APA, Harvard, Vancouver, ISO, and other styles
4

Veličković, Jasmina, Nebojša Arsić, and Ljiljana Stošić. "The efficiency of galvanic wastewater treatment facility 'Frad' in Aleksinac." Trendovi u poslovanju 8, no. 2 (2020): 78–85. http://dx.doi.org/10.5937/trendpos2002078v.

Full text
Abstract:
The technological process of Galvano-chemical protection, according to qualitatively-quantitative characteristics, represents one of the most complex contaminants in wastewater. A large number of contaminants (metal ions, cyanides, acids, bases, grease and oils, organic solvents, surfactants, phosphates, etc.), found in galvanic wastewater are treated through conventional methods (chemical oxidation and reduction, neutralization, sedimentation, coagulation and flocculation). The reason why galvanic wastewater treatment systems in the Republic of Serbia are conventional is of economic nature. The present study has been undertaken to evaluate the performance of Sewage Treatment Plant located at Aleksinac, Company of "Frad" district which is based on Sequential Batch Reactor process. Performance of this plant is an essential parameter to be monitored as the treated effluent is discharged into the Moravica River. The Performance Evaluation will also help for the better understanding of design and operating difficulties (aeration, blowers, etc.) in Sewage Treatment Plant. Research goal: The efficiency of sewage treatment plants can be illustrated by a study on the evaluation of pollutant levels of the influent and the effluent at the treatment plant of sewage treatment plants discharging into the environment.
APA, Harvard, Vancouver, ISO, and other styles
5

Sorogovets, Veronika, Raisa Markevich, Vladimir Martsul’, Egor Sapon, and Stefania Lukashevich. "THE INFLUENCE OF THE WAY OF SEWAGE SLUDGE TREATMENT ON AMMONIUM NITROGEN CONTENT IN THE RETURN WASTEWATER FLOW." WATER AND WATER PURIFICATION TECHNOLOGIES. SCIENTIFIC AND TECHNICAL NEWS 33, no. 2 (2022): 3–8. http://dx.doi.org/10.20535/2218-930022022263462.

Full text
Abstract:
Wastewater treatment facility receives, in addition to the influent, the return flow after sewage sludge treatment. Thus, the organic load on the facility increases as well as the nitrogen and phosphorus content load. There was studied the effect of different stages of sewage sludge treatment (sludge thickening, mechanical dewatering, storage on the grit bays and in the gathering ponds) on ammonium nitrogen content in the incoming flow. It is established that the most concentrated water by ammonium nitrogen is the return water from the gathering ponds, but the less concentrated is the supernatant water from sludge lagoons. Taking into account volume of the return flow the secondary ammonium nitrogen load from the every stage of sewage sludge treatment is calculated. It is revealed the seasonal and climatic impact on the gathering ponds return flow composition; it is shown that the biggest fluctuations occur in spring-summer period. The dependence of ammonium nitrogen content in the return flow on sludge thickening process time in the sludge lagoons is determined. The load contribution on the treatment facility by ammonium nitrogen in the return flow was 3% in the relation to this in the influent. The conclusion was made that with the existing technology of sewage sludge treatment the isolated scheme of return water treatment is not required. The comparative analysis on the effect of thermophilic and mesophilic conditions of anaerobic sewage sludge treatment on ammonium nitrogen content in the liquor was carried out. It was found that the higher ammonium nitrogen secondary load is created by the liquor of thermophilically treated sewage sludge: it is 16,4% versus 11,8% of mesophilically treated. Hence, the including of anaerobic sewage sludge treatment in the scheme significantly increases the load on treatment facility by ammonium nitrogen. In the conditions of cascade denitrification the distribution of incoming in the denitrification zones water flow is of great importance for providing required content of readily available organic substances. The change of ammonium nitrogen content in this flow will require the adjustment of its volume.
APA, Harvard, Vancouver, ISO, and other styles
6

SHAYKHISLAMOV, Andrey Vyacheslavovich, Vyacheslav Nikolaevich ZENTSOV, and Vitaliy Agzamovich KHAIRULLIN. "ENERGY EFFICIENCY IN OPERATING SEWAGE TREATMENT FACILITIES." Urban construction and architecture 5, no. 3 (2015): 59–62. http://dx.doi.org/10.17673/vestnik.2015.03.8.

Full text
Abstract:
The paper states that operating sewage pumping station always goes together with high electrical energy consumption, even if most suitable sewage pumping is used. Under conditions of strongly marked land forms with height difference the authors suggest using the so-called “continuity of stream” and claim that it would result in short-term work of water-pumping sets. This method would allow to enlarge water-pumping sets overhaul period and to reduce energy costs. The paper introduces practical results obtained while operating a certain sewage facility. These results make possible to calculate the efficiency of the introduces method of clean water runoff pumping.
APA, Harvard, Vancouver, ISO, and other styles
7

Huda, Ahmad Syaeful, and Maritha Nilam Kusuma. "Planning of Sewage Sludge Treatment Plant Poso Regency." Journal of Civil Engineering, Planning and Design 1, no. 2 (2022): 125–33. http://dx.doi.org/10.31284/j.jcepd.2022.v1i2.3686.

Full text
Abstract:
In order to process the fecal sludge that is collected from the residents of Poso Regency, a Sewage Sludge Treatment Plant has been built. For the purpose of treating sewage sludge, this facility is one method utilized to enhance wastewater quality. There is a Sewage Sludge Treatment Plant in Poso Regency, however, it is in disrepair and cannot meet current needs. In light of this, Poso Regency needs cutting-edge technology for treating sewage sludge. The goal of this research was to establish the average entry of fecal sludge and its volume for Poso Regency to create an appropriate system that meets all requirements set forth by the Ministry of Public Works.
APA, Harvard, Vancouver, ISO, and other styles
8

Zhao, Ke, and Gang Zhu. "Humus Activated Sludge Process Applied in Japan and Korea." Applied Mechanics and Materials 209-211 (October 2012): 1973–76. http://dx.doi.org/10.4028/www.scientific.net/amm.209-211.1973.

Full text
Abstract:
A promising humus activated sludge process with microorganism cultivation reactor filled with humus soil pellets on the basis of traditional activated sludge technology was developed in Japan and used to improve sewage treatment efficiency. Since 1980s, humus activated sludge process was successfully applied in Shimauchi Housing Complex of Matsumoto City, Yamanouchi Sewage Treatment Center and Sewage Treatment Facility at Nagayoshi Agriculture Hamlet and was applied in more than 200 sewage treatment plants in Korea. The operating results showed that the process has the advantage of excellent pollutant removal performance and sludge dewaterability and no odor release.
APA, Harvard, Vancouver, ISO, and other styles
9

Tirthakar, S. N., and C. H. Vinaykumar. "Upgradation of Sewage Treatment Facility of Pune and Pimpri-Chinchwad City: A Step Towards Sustainable Development." Asian Journal of Water, Environment and Pollution 9, no. 2 (2012): 91–99. http://dx.doi.org/10.3233/ajw-2012-9_2_10.

Full text
Abstract:
About 80 percent of the water supplied to consumers in Indian cities gets converted into sewage. The metros, major cities and towns together generate about 20,000 million litres of wastewater (sewage) per day. About 50 to 70 percent of the pollution load of rivers and streams is from domestic sewage. Sources of fresh water are getting exhausted and development of new water resources is cost intensive and time consuming. Since water stored in dams and lakes is the main source of water for urban population, it is to be conserved, collected after its use and treated before it is discharged into the nearby water bodies. Sustainable development is necessity of the present world for every industry. Wastewater treatment industry is not an exceptional for this; in fact it is primary need for conservation of natural water sources. To prevent the degradation and to maintain the quality of water in the rivers, the sewage generated from cities is to be treated before its disposal into the nearby river. The treated sewage can be used for secondary purposes like gardening, agriculture, industrial reuse and recreational fields. The paper discusses the integrated approach in decentralised planning, designing and execution of new sewage treatment plants of Pune and Pimpri-Chinchwad Municipal Corporation for sewage treatment and disposal.
APA, Harvard, Vancouver, ISO, and other styles
10

Łój-Pilch, Magdalena, and Anita Zakrzewska. "Analysis of Risk Assessment in a Municipal Wastewater Treatment Plant Located in Upper Silesia." Water 12, no. 1 (2019): 23. http://dx.doi.org/10.3390/w12010023.

Full text
Abstract:
Nowadays, risk management applies to every technical facility, branch of the economy, and industry. Due to the characteristics of the analyzed wastewater treatment plant and the specificity of the used processes, one must approach different areas individually. Municipal sewage treatment plants are technical facilities; they function as enterprises and are elements of larger systems—water distribution and sewage disposal. Due to their strategic importance for the environment and human beings, it is essential that they are covered by risk management systems. The basic stage of risk management is its assessment. On its basis, strategic decisions are made and new solutions are introduced. Constant monitoring of the operation of a treatment plant allows for assessment of whether actions taken are correct and whether they cause deterioration of the quality of sewage. In our work, we present a method of risk assessment based on historical data for an existing facility and obtained results.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Sewage Treatment Facility"

1

Kašová, Michaela. "Ceny stavebních objektů uplatňovaných v projektech krajinného inženýrství." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227853.

Full text
Abstract:
Thesis theme is Prices buildings in the landscape engineering projects. The work is divided into two parts, theoretical and practical. The theoretical part explains the concepts that appear in the practical part. In the second part is illustrated in the example shown computation overhead, comparing several types of prices that were created using a decoupling of the program, and create cards budgetary indicators for the catalog cost indicators of common facilities landscaping.
APA, Harvard, Vancouver, ISO, and other styles
2

Moulin, Lionel. "Transferts de masse parietaux dans un ecoulement turbulent a surface libre : application a un processus d'auto-epuration par biomasse fixee dans une galerie d'evacuation d'effluents de stations d'epuration." Paris 7, 1987. http://www.theses.fr/1987PA077039.

Full text
Abstract:
Proposition d'un modele et d'un code de calcul pour suivre l'evolution longitudinale de la concentration en matiere organique dissoute dans une galerie d'evacuation au rhone des effluents des stations d'epuration de chambery et d'aix-les bains, la pollution organique etant consommee par un film biologique fixe sur les parois du canal
APA, Harvard, Vancouver, ISO, and other styles
3

Костенко, В. А., Валерій Олександрович Соляник, Валерий Александрович Соляник та Valerii Oleksandrovych Solianyk. "Дослідження і оптимізація режимів роботи міських очисних споруд м. Шостка". Thesis, Сумський державний університет, 2017. http://essuir.sumdu.edu.ua/handle/123456789/63393.

Full text
Abstract:
Одне із завдань захисту водного середовища пов'язане з очищенням від сполук фосфору, які обумовлюють евтрофікацію поверхневих водойм, що в значній мірі визначає екологічну ситуацію в р. Шостка. Робота очисних споруд в м. Шостка заснована на застосуванні традиційної біотехнології, дає низьке вилучення фосфатів (до 20-30%) і не забезпечує ефективного видалення нітратів, що утворюються в ході нітрифікації. В результаті нормативи скидання азоту і фосфору не виконуються. Найбільш гостро стоїть проблема забезпечення нормативів по скиданню фосфору.
APA, Harvard, Vancouver, ISO, and other styles
4

Wu, Jou-jung, and 吳柔蓉. "Activity Based Costing Analysis of Wastewater and Sewage Treatment Facility─A Case of Private University." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/59385779633099602532.

Full text
Abstract:
碩士<br>逢甲大學<br>會計所<br>100<br>Water resources management is very important topic of discussion today as environmental protection consciousness awakening among the citizens and water resources depleting at an alarming speed. Specifically, waste water and sewage treatment are the top issues that are commonly discussed in today’s medias. Although our country’s cost accounting system of wastewater and sewage treatment has adopted activity-based costing, the system is not updated regularly and therefore it could result in unrealistic cost allocations. Because of cost effectiveness consideration enterprises generally do not voluntarily consider installations of wastewater and sewage treatment facilities. As technology advances the Economic Value Added deriving from installations of such facilities is very likely to bring long-term values to the enterprises. This study focuses on a Taiwanese private university that voluntarily installed wastewater and sewage treatment facilities and used it as a case study. Research objectives include building of a model to calculation the costs associated with the installation of wastewater and sewage treatment facilities and using the model to perform a cost-benefit analysis.
APA, Harvard, Vancouver, ISO, and other styles

Books on the topic "Sewage Treatment Facility"

1

United States. Congress. Senate. Committee on Energy and Natural Resources. Sewage treatment facility in Sisters, Oregon: Report (to accompany S. 416). U.S. G.P.O., 1999.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Desimone, Leslie A. Ground-water quality near a septage-treatment facility, Orleans, Massachusetts, 1997-98. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Olson, Nikki. Brightwater: Interning with King County's newest wastewater treatment facility. Huxley College of the Environment, Western Washington University, 2007.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

US GOVERNMENT. An Act to Authorize the Secretary of Agriculture to Convey Certain Administrative Sites in National Forests in the State of Arizona, to Convey Certain Land to the City of Sedona, Arizona, for a Wastewater Treatment Facility, and for Other Purposes. U.S. G.P.O., 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

United States. Congress. House. Committee on Resources. To direct the Secretary of Agriculture to convey to the city of Sisters, Oregon, a certain parcel of land for use in connection with a sewage treatment facility: Report (to accompany S. 416) (including cost estimate of the Congressional Budget Office). U.S. G.P.O., 1999.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Harriman wastewater treatment facility membrane bioreactor pilot study: Final report. New York state Energy Research and Development Authority, 2006.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Waste discharge requirements for the Westside Treatment Facility and and southwest ocean outfall of the City and County of San Francisco. Environmental Protection Agency, 1987.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Wagner. Research Priorities for Successful Asset Management: A Workshop WERF Report Facilities Management (WERF Report Series). IWA Publishing, 2003.

Find full text
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Sewage Treatment Facility"

1

Butwell, A. J., J. M. Burns, R. S. Fielden, and M. J. Berry. "THE APPLICATION OF ICA IN SEWAGE TREATMENT — WITNEY EVALUATION AND DEMONSTRATION FACILITY (EDF)." In Water Pollution Research and Control Brighton. Elsevier, 1988. http://dx.doi.org/10.1016/b978-1-4832-8439-2.50120-6.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Sewage Treatment Facility"

1

Hall, Gary R., Lake H. Barrett, and Pete J. Jansen. "A Practical Approach to the Rehabilitation of a Wastewater Treatment Facility: Utilizing Case Histories to Demonstrate “Real-Life” Applications." In SSPC 2012 Greencoat. SSPC, 2012. https://doi.org/10.5006/s2012-00004.

Full text
Abstract:
Wastewater collection and treatment systems face a more serious corrosion problem today than in the past. There are several reasons for this, including odor control, reduced I&amp;I, chemical composition of sewage, an increase in the retention time, and concrete that is not of the same quality as it was only 30 years ago.
APA, Harvard, Vancouver, ISO, and other styles
2

Yarbrough, Mark E., and Lon C. Brouse. "Cooling Tower Blowdown Reduction at Palo Verde Nuclear Generating Station." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93650.

Full text
Abstract:
Abstract Palo Verde Nuclear Generating Station, operated by Arizona Public Service Company, is comprised of three 1,270 MW pressurized water reactors. The plant site is 55 miles west of Phoenix, Arizona, in the Sonoran desert. The Water Reclamation Facility is an on-site, 90 million gallon per day tertiary treatment plant, that receives secondary treated sewage from the cities of Phoenix and Tolleson. The plant operating license requires zero water discharge from the site. Evaporation ponds collect and detain tower blowdown and other non-radioactive wastewater streams. Original guidelines for wastewater flow to the evaporation ponds consumed available volume at an accelerated rate. Expenditures associated with constructing more ponds were expected but undesirable. An aggressive project to solve the problem produced alternate approaches to water management. Water mass balance computer modeling, based on experimental and empirical data provided guidelines for splitting the tower blowdown stream between final wasting to the evaporation ponds and through the tertiary treatment plant for reprocessing. Tower chemistry control based on saturation index values for specific scaling species, in conjunction with water balance constraints, have provided positive control in maintaining and reducing evaporation pond levels.
APA, Harvard, Vancouver, ISO, and other styles
3

Nickerson, J. L., and A. I. Asphahani. "Solving Equipment Corrosion Problems with Nickel-Based and Cobalt-Based Alloys in Waste Treatment Facilities." In CORROSION 1991. NACE International, 1991. https://doi.org/10.5006/c1991-91257.

Full text
Abstract:
Abstract For years nickel-based and cobalt-based alloys have been used to help control corrosion and wear in the chemical process industries. Today, as environmental concerns increase, the use of high alloys in industrial and hazardous waste treatment facilities for solving chronic materials problems is increasing. Such high alloys help to ensure safe and reliable equipment operation while often times reduce maintenance and down-time costs. Field testing of Ni-and Co-based alloys in waste treatment applications are discussed. Examples are provided to highlight applications in incinerator off-gas scrubber components, acid reclamation vessels, sewage and municipal waste treatment facility components and acid waste hauler corrosion liners. Typical modes of failure of low alloys due to the existence of aggressive conditions in these applications are referenced. Prototype construction and service performance of critical equipment made from high alloys help justify their use. Meaningful corrosion data and/or prototype field performance can be utilized to determine estimated life-cycle costs which include not only capital expenditure of the equipment but also expected downtime, maintenance and replacement costs. Specifically, case histories involving UNS N06022; nominally 57Ni-22Cr-13Mo-3W-3Fe and UNS NO6030; nominally 43Ni-30Cr-5Mo-2W 15Fe will be reviewed. In addition to these two Ni-based alloys, a cobalt-based alloy (nominally 53Co-26Cr-9Ni-5Mo-2W-3Fe, designed to resist both corrosion and wear, will also be presented. The technical merit and cost effectiveness of these high alloys in comparison to other alloys (Table 1) will also be discussed.
APA, Harvard, Vancouver, ISO, and other styles
4

Adams, David, and Michael Donne. "Large-Scale Pilot Test Leads to Successful Coating Specification and Application in a Major Wastewater Rehabilitation Facility." In CONFERENCE 2023. AMPP, 2023. https://doi.org/10.5006/c2023-19033.

Full text
Abstract:
Abstract Passaic Valley Sewerage Commission (PVSC) manages the sixth-largest wastewater treatment plant in the U.S., processing up to 350 million gallons per day (MGD) at peak flow. To restore the degraded condition of the facility’s clarifiers, PVSC administered a test program to evaluate the performance of concrete repair and coating alternatives. Five protective coatings were subjected to intensive, side-by-side testing for periods up to eight to twelve months to test for delamination in multicoat systems, pinholes, holidays, and adhesion in an active setting. Three of the participating manufacturers scored the minimum ranking of eight on a scale of ten. With one manufacturer pulled from the study, two coatings in total were approved and specified. Of the two specified, one product scored the highest possible rank—the only product that could be applied without a resurfacing material and could be sprayed up to 500 mils in a single coat. Applied to PVSC’s infrastructure, the quick cure epoxy offered structural enhancement and long-term protection to prevent concrete degradation. This project emphasizes the importance of testing coatings under live field conditions to better understand their long-term performance instead of solely relying on a product’s technical data sheet (TDS) that only reflects laboratory testing.
APA, Harvard, Vancouver, ISO, and other styles
5

Ghasemieh, Hamed, Anne Remke, and Boudewijn Haverkort. "Analysis of a sewage treatment facility using hybrid Petri nets." In 7th International Conference on Performance Evaluation Methodologies and Tools. ICST, 2014. http://dx.doi.org/10.4108/icst.valuetools.2013.254384.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Castro, Donald J., and R. Peter Stasis. "Innovative Water Treatment Design for Turning Wastewater Treatment Effluent Into Boiler Makeup Water." In 11th North American Waste-to-Energy Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/nawtec11-1688.

Full text
Abstract:
The Pinellas County Resource Recovery Facility (PCRRF) is a 3,150 tons per day mass burn facility located in Pinellas Park, Florida. Due to local water use restrictions and increasing costs for potable water supplies in central Florida, Pinellas County has continuously sought to reduce potable water usage at its facilities. The PCRRF’s boiler makeup water system represented a prime target. Accordingly, a makeup water pre-treatment system using reclaimed water from a sewage treatment plant as its source, has been installed upstream of the existing reverse osmosis membrane and mixed bed polishing demineralizers. The pre-treatment system consists of a micro-filtration module, followed by a reverse osmosis module, which results in an overall configuration of micro-filtration, two stage reverse osmosis, and polishing demineralization. The system has been operational for approximately six months, and is producing excellent quality makeup water for the facility boilers. This paper will describe the pre-treatment process and its operational results to date.
APA, Harvard, Vancouver, ISO, and other styles
7

Ma, Jinchao, Wenxin Lin, and Xiaoliu Zhu. "Digital Platform for Sewage Treatment Plant Facility Maintenance Scheme based on BIM and IoT." In BDEIM 2023: 2023 4th International Conference on Big Data Economy and Information Management. ACM, 2023. http://dx.doi.org/10.1145/3659211.3659254.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Basrawi, M. Firdaus B., Takanobu Yamada, and Kimio Nakanishi. "Optimization of a Biogas-Fuelled Cogeneration System in a Sewage Treatment Plant." In ASME 2011 Power Conference collocated with JSME ICOPE 2011. ASMEDC, 2011. http://dx.doi.org/10.1115/power2011-55357.

Full text
Abstract:
Efficient utilization of biomass by a cogeneration system (CGS) is a promising technology for promoting sustainable energy development. Sewage treatment plants are facilities that have been continuously producing biogas by anaerobic digestion. Thus, the potential of a biogas-fuelled CGS in a sewage treatment plant is estimated to be very high. However, there have been few reports on the performance of a biogas-fuelled CGS, particularly regarding the effect of ambient temperature on its performance, and the most efficient arrangement of a biogas-fuelled CGS remains unknown. In this study, performance of a biogas-fuelled CGS was simulated under three typical ambient temperature (low, medium and high) conditions using actual data for a CGS with a micro gas turbine. In the beginning of this study, the relation of energy balance of the plant and ambient temperature was clarified. It was found that the amount of heat demand is ambient temperature-dependent but that the amount of biogas fuel produced is almost constant throughout the year. When a boiler is replaced with a biogas-fuelled CGS to utilize the biogas, under a high temperature condition, the CGS is not able to fully utilize all of the biogas produced, and therefore another pathway of biogas utilization is needed. Under a medium temperature condition, a gas storage system is needed for using biogas efficiently. However, some of the biogas still cannot be utilized efficiently. Under a low temperature condition, since ambient temperature varies greatly between summer and winter, the amount of heat demand of the plant also varies greatly throughout the year. This leads to an imbalance in biogas production and heat demand, and therefore attention must be given to energy management in this condition. The combination of other auxiliary equipment such as a boiler, heat pump and gas storage with the CGS is required in order to cover the total heat demand throughout the year. Four possible arrangements of the CGS with different auxiliary components were proposed and their performances were compared. It was found that all of the proposed CGS arrangements can sufficiently cover the total heat demand by only using biogas produced in the facility. Compared to the conventional system, all proposed CGS arrangements can reduce electrical power demand by 23∼28%, recover 74∼77% of the energy of biogas produced, and utilize almost 100% of the biogas produced. The arrangement with a heat pump is more efficient than the arrangement with a boiler. It was also found that excess biogas in summer can be used in winter by storing the biogas. Thus, a CGS arrangement that includes a gas storage system will enable efficient utilization of biogas and recovered exhaust heat.
APA, Harvard, Vancouver, ISO, and other styles
9

Haslak, Tuncer. "Controllable loads in the smart grid: Stress relief for the power grid through rescheduling; test implementation in sewage treatment facility." In 2016 IEEE 11th International Symposium on Applied Computational Intelligence and Informatics (SACI). IEEE, 2016. http://dx.doi.org/10.1109/saci.2016.7507406.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Mamouri, Sina Jahangiri, Saad A. Ghalib, and André Bénard. "Numerical Investigation of the Efficiency of the Treatment Shaft for Separation of Suspended Solids in Wastewater Treatment." In ASME 2018 5th Joint US-European Fluids Engineering Division Summer Meeting. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/fedsm2018-83347.

Full text
Abstract:
A combined sewer system is a facility that collects both municipal sewage and surface runoffs. These facilities may overflow (combined sewer overflow or CSO) during large storms which results in serious pollution, i.e. the flows exceed the capacity of the treatment plant. An approach to reduce the number of combined sewer overflows is to store rainfall runoffs temporarily [1]. The Treatment Shaft system is a relatively new but proven patented technology (U.S. Patent [2] and other patents) that includes the necessary CSO control and treatment, with less footprints than existing systems, and at a reduced cost. In this system, wastewater is collected in a large shaft equipped with baffles and partitions designed to ensure a very slow velocity within the system. In this study, the efficiency of the Treatment Shaft system for separation of solid contents without the use of flocculation agents is investigated. Moreover, the effect of geometry modifications on the separation efficiency is evaluated. For this purpose, a Computational Fluid Dynamics (CFD) approach for multiphase flow of particulate wastewater is used to evaluate the performance of various Treatment Shaft designs for a 10-year, 1-hour rainstorm event. It is shown that the Treatment Shaft is an effective technology to separate particles larger than 175μm, and more than 50% of the particles of size 175μm or more are settled. Additionally, several design variations are assessed and a design with a less footprint is specified.
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Sewage Treatment Facility"

1

Whicker, Jeffrey Jay, Jessica Gillis, and Elizabeth Ruedig. Release Report for Building Debris for TA-21 Sewage Treatment Facility. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1356117.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

L. V. Street. Interim Control Strategy for the Test Area North/Technical Support Facility Sewage Treatment Facility Disposal Pond - Two-year Update. Office of Scientific and Technical Information (OSTI), 2007. http://dx.doi.org/10.2172/908799.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Whicker, Jeffrey Jay, Jessica Mcdonnel Gillis, and Elizabeth Ruedig. Addendum to Sampling and Analysis Plan (SAP) for Assessment of LANL-Derived Residual Radionuclides in Soils within Tract A-16-d for Land Conveyance and Transfer for Sewage Treatment Facility Area. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1394958.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Zanatta, Hanna, Wisdom Kanda, and Karin Tonderski. Biogas production in Brazil : Barriers and strategies for overcoming them. Linköping University Electronic Press, 2024. http://dx.doi.org/10.3384/9789180758352.

Full text
Abstract:
Addressing environmental challenges while improving social and economic conditions calls for innovative solutions. One of those challenges is the management of organic waste, which if left untreated can lead to water pollution, greenhouse gas emissions, and soil degradation. Brazil produces substantial amounts of organic waste due to its sizeable population and extensive agricultural production. As one of the largest economies in the Global South, the development of innovative solutions to organic waste management in Brazil can potentially pave the way for their adoption in other countries within the Global South. Biogas systems are solutions for organic waste treatment that simultaneously make use of the energy content, reduce gas emissions, and facilitate nutrient recycling. Nevertheless, their multifaceted nature also entails numerous barriers to their widespread implementation. Thus, this report explores the barriers to the development of biogas systems in Brazil and possible strategies to overcome these.Diverse data collection methods were used in the study. A literature review helped identified overall barriers to biogas systems development. This was followed by a field study in Brazil, involving visits to biogas facilities and interviews with stakeholders. The results were combined to understand the impact of the identified barriers across sectors. Finally, a workshop with Brazilian and Swedish stakeholders helped validate the findings and explore possible strategies to overcome barriers to biogas systems development.In the report barriers across eight categories are discussed, namely technological, economic, market, regulatory, cultural, environmental, network, and biomethane barriers. Technological barriers include lack of specialized knowledge, which leads to challenges in operation and maintenance of biogas reactors. Another type of technological barrier is limited access to infrastructure such as gas pipelines and sewage networks, which leads to technical challenges regarding both substrate supply and gas handling. High initial investments and funding accessibility are the most prominent economic barriers. Market barriers include competition with cheaper waste treatment solutions, lack of structured markets for biogas, and limited access to markets. The absence of a national biogas-specific policy, spatial diversity in state-level regulations; together with few and isolated incentives for biogas production are the major regulatory barriers. Cultural barriers include limited knowledge among society and substrate holders about biogas benefits, resistance to waste segregation practices, and sectoral structures hindering collaboration across the biogas value chain. Although environmental aspects of biogas systems are usually drivers to the implementation of biogas facilities, concerns such as gas leaks, odors, and soil contamination risks associated with poor facility design and performance are environmental barriers. Network barriers stem from limited platforms for discussion and interaction among actors, ultimately delaying the establishment of a unified national agenda for biogas development. Due to its characteristics, the production, distribution, and utilization of biomethane face additional challenges across various barrier categories, with major obstacles including uncertainties in grid injection contracts and infrastructure, as well as the expectation that biomethane prices should match those of natural gas.To overcome some of the barriers presented above, the study explored two strategies that could be pursued by actors interested in biogas systems development in Brazil. First, biogas cooperatives are proposed as one solution, allowing resource pooling for technology investment and enhanced biogas production. Second, dedicated biogas producers could play a crucial role,viparticularly in addressing financing challenges and ensuring efficient operation. Dedicated biogas producers could improve the technical efficiency and environmental performance of biogas facilities. Options for biogas utilization include electricity generation and biomethane production, with the latter offering tax benefits and reduced transportation costs when producers can use the biomethane for transportation themselves.The report highlights barriers across various dimensions and addresses strategies to overcome these barriers, such as biogas cooperatives and dedicated biogas producers. Future research could focus on testing these strategies in the Brazilian context through case studies, pilot projects, and collaborative initiatives to refine interventions and accelerate the adoption of biogas technologies.
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Sewage Treatment Facility' for particular source types:
Journal articles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography