Relevant bibliographies by topics / Sewage treatment plant

Contents

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

Academic literature on the topic 'Sewage treatment plant'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 September 2023

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Journal articles on the topic "Sewage treatment plant"

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Duan, Aochuan. "Design of Sewage Treatment Process of Shaowu Second Sewage Treatment Plant Based on the Modified Carrousel Oxidation Ditch." E3S Web of Conferences 370 (2023): 02002. http://dx.doi.org/10.1051/e3sconf/202337002002.

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This paper is designed for the sewage treatment process of Shaowu City Second Sewage Treatment Plant, focusing on the modified card oxidation ditch process. This sewage treatment plant is mainly purified by living sewage in Shaowu City, and the processing scale is 10,000 m3d-1. According to the sewage quality and the reality of urban development, this paper selects the hydrolyzate + oxidation ditch + concrete precipitation process. The sewage first hydrolyzedate the acidified tank before entering the secondary treatment to increase the sewage’s sewage, then remove the main organic matter in the water and complete the nitrogen removal phosphorus. Finally, further remove the suspension in water. The material and total phosphorus have enabled water quality to meet the “Sewage Treatment Plant Pollutant Emission Standard” (GB18918-2002). The project is expected to invest 3001,500 yuan, and the wastewater operating cost of the equivalent is 0.57 yuan/ton.
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Zhang, Qing Tao, Zhi Jian Zhang, Jiong Ma, and Jiao Xiang. "The Growth Performance of Duckweed and Removal Rate of Nitrate and Phosphorus in Sewages with Different Processes." Applied Mechanics and Materials 522-524 (February 2014): 854–60. http://dx.doi.org/10.4028/www.scientific.net/amm.522-524.854.

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The growth performance of duckweed (Spirodela polyrrhiza) and its removal rate of nitrate and phosphorus in sewages taken from sewage treatment plant with different processes were studied. The experiments were conducted in an environmentally controlled growth chamber. Three kinds of sewages were taken from a grit chamber, a sedimentation tank, and the anoxic pond in a sewage treatment plant, respectively. The fourth kind of sewage was mixed using the sedimentation tank sewage and the anoxic pond sewage in a volumetric ratio 1:1. The weight of duckweed biomass were determined with a balance. Wastewater samples taken from the media were analyzed for total nitrogen (TN), ammonium nitrogen (NH4N), total phosphorus (TP), phosphatephosphorus (PO4P) using AA3 Continous Flow Analyzer. The results showed that Spirodela polyrrhiza grew well in sewages taken from grit chamber and sedimentation tank of a sewage treatment plant, whereas a lot of duckweed fronds were dead in the sewage taken from the anoxic pond due to the high TP (higher than 7.9 mg/L) and TN (higher than 51.6 mg/L). The suitable TN concentration for Spirodela polyrrhiza growth should not be higher than 45 mg/L. Compared with the treatments without duckweed, the NH4N concentrations were reduced more than 60% in ST and GC sewages with duckweed due to the NH4N uptake by duckweed. Spirodela polyrrhiza could remove TN efficiently in sewages with relative low concentration TN (less than 20 mg/L), while duckweed could not remove TN effectively in sewages with high concentration TN (higher than 20 mg/L). The TN concentration in GC sewage decreased greatly in the first four days, which probably brought about anaerobic condition, thus P uptake switched to net release of P, which caused the increase of the TP concentration in the GC sewage without duckweed in the last six days. O2 or oxidant should be provided for sewage treatment system using duckweed to ensure that efficient removal of TN and TP meanwhile. The TP and PO4P concentrations in the mixed sewage with duckweed increased far more than those for no-duckweed treatments, which could be related that the dead duckweed released P into the sewage.
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Królik, Dariusz, Przemysław Wypych, and Jakub Kostecki. "Sewage Sludge Management in a Sewage Treatment Plant." Civil and Environmental Engineering Reports 29, no. 3 (September 1, 2019): 209–17. http://dx.doi.org/10.2478/ceer-2019-0036.

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Abstract Sewage sludge produced in municipal sewage treatment plants, because of its physicochemical and sanitary properties, is a serious threat to the environment. In order to neutralize it, various methods of processing are used, which directly affect the quantity and quality of produced sewage sludge, which in the final stage can be used naturally. Properly managed sludge management is presented on the example of a sewage treatment plant, conducting the methane fermentation process with the production of biogas.
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RAIZER NETO, Ernesto, Júlio Dias do PRADO, Marlon Leal MARCELINO, and Glicia Gabriela VIEIRA. "SEWAGE TREATMENT PLANT SINGLE FAMILY." Periódico Tchê Química 13, no. 25 (January 20, 2016): 37–41. http://dx.doi.org/10.52571/ptq.v13.n25.2016.37_periodico25_pgs_37_41.pdf.

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Currently there is great concern about the lack of drinking water in the world, today Brazil has already suffered the consequences by waste and improper disposal of waste, suffering already with several forced rationing. Improper disposal of sewage is the main cause of soil pollution, groundwater, surface water sources and water courses in Santa Catarina. Among the existing municipalities in the state, only 8% are met with services by the sewage system, while the national average is 19%. More efficient existing sewage treatment systems are extremely large, with this in order to solve the problems with the incorrect disposal of sewage, as well as an efficient and cost-effective treatment, a small health treatment plant was designed, to meet families of up to 4 residents with similar price to the notch filter system, but more efficiently, allowing direct discharge into storm beds, even the reuse of water for irrigation systems. The prototype was installed on 10.8.2014, and performed all tests ordered by law to date. The results were encouraging, given both technical and financial.
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Shree Samal, Swati. "Design of Sewage Treatment Plant." IOSR Journal of Mechanical and Civil Engineering 13, no. 05 (May 2016): 25–31. http://dx.doi.org/10.9790/1684-1305052531.

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Harris, Roswell A., and Louis F. Cohn. "Controlling Sewage Treatment Plant Noise." Journal of Environmental Engineering 117, no. 5 (September 1991): 680–85. http://dx.doi.org/10.1061/(asce)0733-9372(1991)117:5(680).

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Li, Na. "Sewage treatment degradation thermal energy management system of sewage treatment plant." Thermal Science 24, no. 5 Part B (2020): 3149–56. http://dx.doi.org/10.2298/tsci191110105l.

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Objective: The paper is to study the sewage treatment degradation thermal energy management system of a sewage treatment plant, to achieve the energy saving and emission reduction. Methods: This paper studies the electron equivalent reaction of biochemical reaction of organic matter. Under the environmental conditions of biochemical degradation of sewage, biochemical oxygen demand (BOD5) is used to indicate the amount of heat generated by the degradation of organic matter in sewage. The paper designs a management system based on sewage heat recovery, and uses it to carry out heat recovery of sewage. Also, the energy-saving benefits produced by the heat management system are studied. Results: The sewage heat recovery system is more energy-efficient than the common air-conditioning supply system. In the use of sewage heat management system for one year, it achieves energy saving of 30.4% better than that of ordinary air-conditioning systems. The system for one year saves electric energy of 2145464 kWh, which is equivalent to saving 2511994?104 kJ primary energy. This system saves 858.2 tons per year of standard coal, reduces CO2 emissions by 2789.1 tons per year, reduces SO2 emissions by 19.61 tons per year, reduces NO2 emissions by 7.12 tons per year, reduces ash emissions by 135.19 tons per year, and saves tap water replenishment 40243 tons per year. Conclusion: The sewage thermal energy management system can utilize the thermal energy in the sewage, thereby using the sewage as a new clean energy. It can effectively improve China?s current energy shortage and make a substantial contribution China?s energy saving and emission reduction goals.
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Wang, Li. "Sewage Wastewater Treatment Plant Inverted AAO Process Design." Advanced Materials Research 1079-1080 (December 2014): 480–83. http://dx.doi.org/10.4028/www.scientific.net/amr.1079-1080.480.

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The graduation design topic for a sewage treatment plant processesdesign - inverted AAO process in durian. Main task is tantamount to designaccording to the requirement of the nature of the city sewage, sewage, scalepreliminary design to complete sewage treatment plant and single processing structure design.
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Khewale, Vinay. "Sewage Water Treatment Plant for Hingna." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (July 15, 2021): 796–98. http://dx.doi.org/10.22214/ijraset.2021.36495.

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A sewage water treatment plant is necessary to receive and treat waste water (Domestic, Commercial, and Industrial). Its objective is to be convert harmful waste water to safe water environmentally and treated effluent and treated sludge suitable for reuse and disposal such as farm fertilizer. The characteristics of waste water have been performed followed by design of sewage treatment plant. The present study includes design of sewage treatment plant and analysis of waste water – PH value, Total Dissolved Solids (TDS), Total Suspended Solids (TSS), Biochemical Oxygen Demand (BOD), Chemical Oxygen Demand (COD), Total Solids (TS), Hardness, Chloride, Acidity, Oil, Fats and grease etc. The sample collection of waste water has been done in many times in a day to obtain an average value of major parameter. Followed by values of this parameter, calculations are done for designing the units of sewage treatment plant and layout is prepared for the same
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Bugajski, Piotr M., Grzegorz Kaczor, and Krzysztof Chmielowski. "Variable dynamics of sewage supply to wastewater treatment plant depending on the amount of precipitation water inflowing to sewerage network." Journal of Water and Land Development 33, no. 1 (June 1, 2017): 57–63. http://dx.doi.org/10.1515/jwld-2017-0019.

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AbstractThe paper analyzes the effect of precipitation water that inflowing to sanitary sewage system as accidental water on the changes in the total amount of treated sewage. The effects of accidental water supply on the total amount of sewage inflowing to treatment plant were analyzed based on mean daily amounts from the investigated periods and mean daily amounts from incidental supplies. The study was conducted in the years 2010–2015. Six characteristic research periods were identified (one per each calendar year), when the amount of sewage in the sanitary sewage system was greater than during dry weather. The analysis of changes in the amount of sewage supplied to the sewerage system in the six investigated periods revealed that the accidental water constituted from 26.8% to 48.4% of total sewage inflowing to the wastewater treatment plant (WWTP). In exceptional situations, during intense rains, the share of precipitation water in the sewerage system would increase up to 75%. Then, the rainwater inflowing the sewerage system caused hydraulic overloading of the WWTP by exceeding its maximum design supply.
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Dissertations / Theses on the topic "Sewage treatment plant"

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Shum, Ngai-on William, and 岑毅安. "Deodorisation of sewage treatment plant." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1995. http://hub.hku.hk/bib/B31253258.

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Shum, Ngai-on William. "Deodorisation of sewage treatment plant /." Hong Kong : University of Hong Kong, 1995. http://sunzi.lib.hku.hk/hkuto/record.jsp?B14723864.

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Wan, Ka-hung. "Computer simulation of a local municipal wastewater treatment plant." Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B17508939.

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Cowgill, Steven. "Optimised biogas production at Malabar sewage treatment plant." Thesis, Cowgill, Steven (2011) Optimised biogas production at Malabar sewage treatment plant. Masters by Coursework thesis, Murdoch University, 2011. https://researchrepository.murdoch.edu.au/id/eprint/4054/.

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Methane in biogas from anaerobic digestion of sewage sludge at Malabar Sewage Treatment Plant (STP) fuels a cogeneration system of rated capacity 2,975 kWE that helps meet the site’s electrical load of about 3,600 kWE. Low biogas flow rates limit the cogeneration system to peak loads of about 2,300 kWE in a rolling average of 1,900 kWE. Site operating costs are thus increased by the need to purchase up to 1,000 kWE of additional grid electricity at any given time. This research investigated ways to increase the supply of biogas to the cogeneration system. A literature review of anaerobic digestion microbiology and high rate primary sewage treatment processes gave benchmark performance data against which Malabar STP digesters could be compared. Methods of increasing the biogas yield per unit mass of sewage sludge were evaluated for their likely benefit and risk at Malabar STP. The most viable of these were ultrasonic pretreatment of sludge, food waste co-digestion, and use of mechanical mixers in place of compressed biogas for sludge recirculation. These methods could increase existing steady state biogas flow rates by up to 40%. It was concluded, however, that methods to increase biogas yield would be unnecessary at Malabar STP if Digester 3 was returned to active sludge digestion, and if the sludge in all digesters was maintained at a constant temperature of 35 oC ± 0.5 oC/d. Under these conditions some 10,300 m3/d of additional biogas would be produced, enabling the cogeneration system to operate at its rated capacity.
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Cumbie, William E. "Effects of storage on water treatment plant sludges." Thesis, Virginia Tech, 1985. http://hdl.handle.net/10919/45542.

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The effects of in-basin storage of sludge on the iron, manganese, and TOC removal of water treatment plant (WTP) clarifiers and on the dewatering characteristics of sludge were examined. The use of chlorine dioxide as a preoxidant to retard observed detrimental effects was also investigated.

Sludge samples that were stored over a period of 120 days were found to release up to ten times the original supernatant concentration of iron and manganese from the sludge into the overlying supernatant liquor when sludge redox potential values decreased below +100 mV. Organic carbon also increased in the supernatant but to a lesser extent. Sludge dewatering characteristics as measured by specific resistance and capillary suction time were found to improve when sludge redox potential readings remained over 100 mV but varied greatly when readings were below this level.

Field monitoring and sampling of the clarifiers at Lee Hall WTP and Harwood's Mill WTP from April to July showed that the removal efficiencies of the clarifiers was not related to in-basin sludge storage. This conflicted with a later portion of the study and was thought to be due to the lack of standardized sampling techniques.

The final phase of the investigation dealt with the use of chlorine dioxide to retard the negative effects of in-basin storage of sludge. Sludge accumulation in clarifiers resulted in decreased iron and manganese removal efficiencies when chlorine dioxide was not used. Addition of chlorine dioxide improved the iron and manganese removal efficiencies of the clarifiers. Sludge dewatering characteristics were found to improve with the use of chlorine dioxide as a preoxidant.


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Russo, Stephen Leonard. "Anaerobic treatment of a paper plant effluent." Master's thesis, University of Cape Town, 1987. http://hdl.handle.net/11427/21988.

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The objective of this study was to investigate the anaerobic biological treatment of an organic-bearing wastewater from a particular paper manufacturing process at laboratory scale. The process produces paper by re-pulping waste paper. Effluent from the process has a Chemical Oxygen Demand (COD) concentration of approximately 4500 mg/l with a sulphate content of approximately 300 mg SO₄²⁻/l. The upflow anaerobic sludge bed (UASB) reactor was selected for the study. Important information derived from the laboratory treatability study was: (l) the extent of COD removal possible; (2) the effluent quality; (3) the maximum COD leading rate (kgCOD/m³ reactor/day) which can be achieved while maintaining reasonable COD removal, and the influence on loading rate of temperature: (4) the nature of the sludge produced in the reactor with particular reference to the extent of pelletisation: and (5) the effect of reactor effluent recycling on alkalinity requirements.
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Wan, Ka-hung, and 溫家雄. "Computer simulation of a local municipal wastewater treatment plant." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1996. http://hub.hku.hk/bib/B43893685.

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Bowyer, Jocelyn Cathryn. "The ecological significance of dissolved organic nitrogen from wastewater treatment plant effluents /." [St. Lucia, Qld.], 2004. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe18524.pdf.

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Lau, Yip Hang. "Maximization of treatment capacity of a full-scale biological nitrogen removal plant through model simulation and full-scale stress test /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?EVNG%202005%20LAU.

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Caglia, Stefania. "Nitrogen Removal in the Pilot Plant ITEST (Increased Technology in Sewage Treatment)." Thesis, KTH, Mark- och vattenteknik (flyttat 20130630), 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171846.

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Regions with a cold winter, as in the Baltic countries, have a problem to meet the nitrogen requirement in the Urban Wastewater Treatment Directive 98/15/EC. Especially in the winter season, the temperature of the influent wastewater could arrive also below 10°C and this delays the biological processes that takes place in the wastewater treatment. With the decrease of the temperature, the efficiency of nitrogen removal in the system decreases and leads to a high nitrogen loading in the effluent. The ITEST (Increased Technology and Efficiency in Sewage Treatment) project situated in Hammarby Sjöstadsverk in Stockholm has as its main aim to enhance nitrogen removal, thereby increasing the temperature in the incoming wastewater. The pilot plant ITEST is comprised of two treatment lines, one works with natural temperature influent and the other works at the temperature of 20 °C. In order to warm the incoming water a heating system, using waste heat, is used, leading to save energy. The two test lines were compared analyzing different parameters from January to May 2013. Total nitrogen, nitrate-nitrogen and ammonium-nitrogen concentrations were measured in the incoming water and in the effluent from the two treatment lines. Hence, the efficiency of the nitrogen removal was compared between the reference and the temperature line. In the period where the system was well functioning, the results show a nitrogen efficiency with a maximum of 92 % of removal of total nitrogen for the temperature line compared to only 65 % for the reference line. In the period where the system did not have any troubles the total nitrogen is under 10 mg/l, which is the limit of total nitrogen discharges specified in the Directive. Instead, for the sludge volume and the suspended solids any particular difference can be noticed from the two lines of treatment. In conclusion, in the temperature line can be noticed a great efficiency in nitrogen removal compared to the reference line.
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Books on the topic "Sewage treatment plant"

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Ontario. Ministry of Energy. Government and Institutional Buildings Program. Energy: Orangeville Sewage-Treatment Plant. S.l: s.n, 1987.

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Federation, Water Environment. Wastewater treatment plant design. Alexandria, VA: Water Environment Federation, 2003.

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Clifton, James. Wastewater treatment plant operation. Dubuque, Iowa: Kendall/Hunt Pub. Co., 1988.

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Virginia. State Water Control Board. Operator and Management Assistance Program., ed. Wastewater treatment plant performance analysis. 2nd ed. [Virginia?]: The Program, 1993.

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Federation, Water Environment. Wastewater treatment plant design handbook. Alexandria, VA: Water Environment Federation, 2012.

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Federation, Water Environment. Wastewater treatment plant design: Student workbook. Alexandria, VA: Water Environment Federation, 2003.

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Gore & Storrie Limited. Assessment of alternative methods of disinfection at the Main Treatment Plant: Main Treatment Plant environmental assessment. [Toronto]: Metro Works, 1994.

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Srinivas, C. TBP production plant effluent treatment process. Mumbai: Bhabha Atomic Research Centre, 2004.

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CH2M Gore & Storrie Limited. Main Treatment Plant environmental assessment: Draft document. Toronto: Metro Works, 1997.

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CH2M Gore & Storrie Limited. Main Treatment Plant environmental assessment: Final report. Toronto: Metro Works, 1997.

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Book chapters on the topic "Sewage treatment plant"

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Kestemont, Patrick, and Sophie Depiereux. "Sewage Treatment Plant Effluents and Endocrine Disruption Issues." In Encyclopedia of Aquatic Ecotoxicology, 1047–62. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-5704-2_95.

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Shang, Yu, Jialin Li, Qijia Deng, and Yang Wang. "Selection and debugging of process plan for sewage treatment plant." In Advances in Energy Materials and Environment Engineering, 554–57. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003332664-77.

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Dange, Purushottam S., and Ravindra K. Lad. "Sewage Water Quality Index of Sewage Treatment Plant Using Fuzzy MCDM Approach." In Advances in Intelligent Systems and Computing, 241–53. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-27212-2_19.

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Pandey, Abhilash, Praveen Kumar Chaudhary, and Bibhuti Bhusan Das. "Productivity Analysis of Shuttering Works for Sewage Treatment Plant." In Lecture Notes in Civil Engineering, 461–71. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8293-6_38.

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Shao, Bin, Guoqing Ni, Jingbo Zhao, and Sheng Miao. "Applying Process Mining Techniques in Sewage Treatment Plant Management." In Advances in Computer Science and Ubiquitous Computing, 471–77. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1252-0_62.

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O'Hogain, Sean. "Reed Bed Sewage Treatment and Community Development/Participation." In Wastewater Treatment, Plant Dynamics and Management in Constructed and Natural Wetlands, 135–47. Dordrecht: Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-8235-1_12.

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Rajemahadik, C. F., and Nikunj Mendapara. "Performance Evaluation of Sewage Treatment Plant (STP)—A Case Study." In Lecture Notes in Civil Engineering, 155–65. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0990-2_11.

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Poornima Priyadharsani, T. K., D. Suriyaprakasham, P. Prakash, and K. Thamaraiselvi. "Nitrate Reduction by Denitrifying Bacillus Cohnii Isolated from Sewage Treatment Plant." In Integrated Waste Management in India, 35–48. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-27228-3_4.

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Samarth, S., S. Nethravathi, M. S. Nagakumar, and G. Venugopal. "Analysis and Design of Pile Foundations for a Sewage Treatment Plant." In Lecture Notes in Civil Engineering, 363–72. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_25.

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Bharti and Dharmendra. "Evaluating Efficiency of Sewage Treatment Plant at Hamirpur: A Case Study." In Lecture Notes in Civil Engineering, 117–28. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-4186-5_9.

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Conference papers on the topic "Sewage treatment plant"

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Cao, Liting. "Wireless mesh monitoring system for sewage treatment plant." In 2009 ISECS International Colloquium on Computing, Communication, Control, and Management (CCCM). IEEE, 2009. http://dx.doi.org/10.1109/cccm.2009.5270423.

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Manmohan, Y. D. "Decentralised Sewage Treatment Plant in Bengaluru for Reuse." In Integrated and Sustainable Water Management: Science and Technology. Geological Society of India, 2016. http://dx.doi.org/10.17491/cgsi/2016/95950.

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Prabavathi, R., J. Shiny Duela, Balika J. Chelliah, S. Mohana Saranya, and A. Sheela. "An Intelligent Stabilized Smart Sewage Treatment Plant (STP)." In 2021 4th International Conference on Computing and Communications Technologies (ICCCT). IEEE, 2021. http://dx.doi.org/10.1109/iccct53315.2021.9711758.

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Sindhu, R., A. Muthu Saravanan, and K. K. Muthulakshmi. "Design and cost estimation of sewage treatment plant." In INTERNATIONAL CONFERENCE ON MINERALS, MATERIALS AND MANUFACTURING METHODS (ICMMMM). AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0158359.

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Hrudka, Jaroslav, Reka Wittmanova, Stefan Stanko, Andrea Raczkova, and Ivona Skultetyova. "POSSIBILITIES OF SEWAGE TREATMENT TEMPORARILY ACCUMULATED IN SUMPS." In 22nd SGEM International Multidisciplinary Scientific GeoConference 2022. STEF92 Technology, 2022. http://dx.doi.org/10.5593/sgem2022/3.1/s12.19.

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The inhabitants produce the sump waters and accumulate temporarily in the sumps. This is sewage that must be treated before it is discharged to surface waters. Slovak legislation does not allow the discharge of such waters into the soil. The possibilities of sump water treatment are given by the water management equipment of the given locality where sewage water is produced. The most common treatment method is transported at municipal wastewater treatment plants, which are, however, largely congested. In many cases, the sump water is no longer able to receive in WWTP. Another way is domestic wastewater treatment plants, and also they are wastewater treatment plants exclusively for sump waters. Sump waters have a predominantly high organic content and therefore their quality needs to be constantly monitored. The most important monitored characteristics of sump waters are COD (Chemical Oxygen Demand) and BOD5 (Biological Oxygen Demand). The high concentration of these substances in the sump water can adversely affect the processes at the municipal wastewater treatment plant. Due to the rapid development of rural settlements without a functioning sewerage system, it is necessary to intensify or adapt the existing wastewater treatment plants. However, many engineers see the solution to this problem in the construction of separate wastewater treatment plants for sump waters.
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Guohui, Zheng, Luo Jianzhong, and Qiu Hongrong. "Influence of Sewage Pipe Network on COD Reduction Efficiency in Sewage Treatment Plant." In 2011 International Conference on Computer Distributed Control and Intelligent Environmental Monitoring (CDCIEM). IEEE, 2011. http://dx.doi.org/10.1109/cdciem.2011.419.

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Sarbu, Ioan. "DESIGNING A PILOT SEWAGE TREATMENT PLANT FOR SMALL LOCALITIES." In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/51/s20.036.

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Ariff, Syed, Aamina Rizwan, K. Akshaya, and T. Manikanta. "Design of Sewage Treatment Plant for Dr. TTIT Campus." In Proceedings of the Fist International Conference on Advanced Scientific Innovation in Science, Engineering and Technology, ICASISET 2020, 16-17 May 2020, Chennai, India. EAI, 2021. http://dx.doi.org/10.4108/eai.16-5-2020.2304027.

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Singh, Jaspreet, and Janaki Ballav Swain. "Evaluation of sewage treatment plant for domestic wastewater treatment in rural areas." In THE FOURTH SCIENTIFIC CONFERENCE FOR ELECTRICAL ENGINEERING TECHNIQUES RESEARCH (EETR2022). AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0163770.

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Wang, Xinze, Jiaming Lu, Natacha Ollivier, Anais Saturnino, Elena Gomez, Claude Casellas, Bernadette Picot, Fangming Jin, Qi Zhou, and Bing Wu. "Behavior of Selected Endocrine Disrupting Chemicals in Sewage Treatment Plant." In 2nd International Symposium on Aqua Science, Water Resource and Low Carbon Energy. AIP, 2010. http://dx.doi.org/10.1063/1.3529261.

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Reports on the topic "Sewage treatment plant"

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Norm Stanley. Operation and Maintenance Manual for the Central Facilities Area Sewage Treatment Plant. Office of Scientific and Technical Information (OSTI), February 2011. http://dx.doi.org/10.2172/1013721.

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Hoffmeister J. Transition Plan for the K-1203 Sewage Treatment Plant, East Tennessee Technology Park, Oak Ridge, Tennessee. Office of Scientific and Technical Information (OSTI), October 2008. http://dx.doi.org/10.2172/949765.

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Lewis, Mike. Recycled Water Reuse Permit Renewal Application for the Central Facilities Area Sewage Treatment Plant. Office of Scientific and Technical Information (OSTI), September 2014. http://dx.doi.org/10.2172/1170311.

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Lewis, Michael George. Field Sampling Plan for Closure of the Central Facilities Area Sewage Treatment Plant Lagoon 3 and Land Application Area. Office of Scientific and Technical Information (OSTI), October 2016. http://dx.doi.org/10.2172/1389196.

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Lewis, Mike. Closure Report for the Central Facilities Area Sewage Treatment Plant Lagoon 3 and Land Application Area. Office of Scientific and Technical Information (OSTI), November 2017. http://dx.doi.org/10.2172/1468623.

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Author, Not Given. Wastewater Land Application Permit LA-000141 Renewal Information for the Central Facilities Area Sewage Treatment Plant. Office of Scientific and Technical Information (OSTI), February 1999. http://dx.doi.org/10.2172/1193753.

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Laboratory, Idaho National. Wastewater Land Application Permit LA-000141 Renewal Information for the Central Facilities Area Sewage Treatment Plant. Office of Scientific and Technical Information (OSTI), February 1999. http://dx.doi.org/10.2172/1196000.

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Chidambariah, Venkatesh, J. Garrett, K. King, M. Yambert, and C. Travis. Risk assessment Department of Energy Kansas City Plant (DOE/KCP) PCB discharge to Blue River Sewage Treatment Plant, Kansas City, Missouri. Office of Scientific and Technical Information (OSTI), September 1989. http://dx.doi.org/10.2172/5527061.

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Lewis, Michael G. Quality Assurance Project Plan for Closure of the Central Facilities Area Sewage Treatment Plant Lagoon 3 and Land Application Area. Office of Scientific and Technical Information (OSTI), October 2016. http://dx.doi.org/10.2172/1376855.

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Mike lewis. 2010 Annual Wastewater Reuse Report for the Idaho National Laboratory Site's Central Facilities Area Sewage Treatment Plant. Office of Scientific and Technical Information (OSTI), February 2011. http://dx.doi.org/10.2172/1010676.

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