• Title/Summary/Keyword: Wastewater treatment plants

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A GIS database for reuse wastewater resource inventory for agriculture (생활하수의 농업대체용수 활용을 위한 GIS 구축)

  • Chun, Man-Bok;Kim, Jin-Taek
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.259-262
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    • 2003
  • Surveyed effluent capacities for potential wastewater resources through the surveying of the sewage treatment plants its capacity is up to 10,000 tonnes per day located 4 provinces (kyunggi, gangwon, chungbuk, chungnam) in this year. The total effluent capacities in this provinces are 423 thousand $m^3/day$, which may be used to irrigated paddy fields of 2,310ha A GIS database for wastewater resource inventory was developed for 4 provinces (kyunggi, gangwon, chungbuk, chungnam) to explore the feasibility of the wastewater reuse for drought mitigation. And it is to be extended to the other wastewater treatment plants.

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Recovery of Aluminium Coagulants from Water Treatment Plant Sludges (정수 슬러지로부터 알루미늄 응집제의 회수에 관한 연구)

  • Lee, Jae-Bok;Hwang, Jeong-Wuk;Kim, Jin-Jae
    • Journal of Korean Society of Water and Wastewater
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    • v.12 no.3
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    • pp.30-40
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    • 1998
  • Increasing water consumption produced sludge problems of the water treatment plants. The objective of this study is to investigate aluminium coagulants recovery n acidic and alkaline conditions. Water treatment plant sludge produced in Pusan Metropolitan City were tested for the aluminium extraction process. Experiment samples were obtained in summer from water treatment plants of Deoksan and Myongjang. Aluminium coagulants used in these plants during the test period were polyaluminium chloride(PAC), polyaluminium sulfate organic(PSO), polyaluminium sulfate silicate(PASS). Aluminium contents of water treatment sludge were in the range of 7.2~10.9% of the total solids. The recovery percentages for aluminium and iron by acidic extraction method was evaluated to 88% and 42% respectively. Extracted mass variation for other materials such as iron, manganese, total organic carbon was observed during the extraction operation. Alkaline extraction produced more than two times amount of total organic carbon than that in the acidic extraction process.

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Fundamental Study on the Wastewater Reuses for Agriculture (하수처리수의 농업용수 재이용에 관한 기초 연구)

  • Kang, Moon-Seong;Park, Seung-Woo;Kim, Sang-Min
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2002.10a
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    • pp.393-396
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    • 2002
  • The objectives of the paper are to develop the infra-technologies for reclaiming the effluents from wastewater treatment plants and reusing for agriculture water. The Suwon wastewater treatment plant has been selected for wastewater reuse tests and the water quality and treatment efficiencies are investigated. Three levels of wastewater treatments that are the effluent from the plant, sand filtering, and ultra-violet treatment are applied in the pilot system. The randomized block method was applied to wastewater application to paddy rice with five treatments, three blocks, and two replica. The control was the plots with groundwater irrigation, the other treatments are to use polluted stream flow by pumping, in addition to three wastewater treatments. The block test plots and field plots have been monitored for the water quality, soil pollution, and health hazards during the crop stages.

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Study on Water Treatment Improvement Measures based on Case Studies of Ozone Disinfection at Domestic Water Treatment Plants (국내 정수장의 오존 소독능 평가사례를 통한 정수처리기준 개선방안 연구)

  • Noh, Hee-Su;Lee, Kyung-Hyuk;Wang, Chang-Keun;Son, Dae-Ik;Kang, Joon-Wun
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.2
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    • pp.153-160
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    • 2011
  • Ozone process is currently applied in 24 water treatment plants in Korea to control micropollutants and taste & odor compounds. However, one of the chlorine resistant protozoa, cryptosporidium, is not being considered as ozone disinfection performance whereas U.S. is already regulate Cryptosporidium by ozone disinfection. two ozone plants(PH, UH WTP) operation conditions are investigated for disinfection performance comparing Korea disinfection regulation and U.S. regulation. The ozone plants are unable to get Cryptosporidium inactivation credits by Korea disinfection regulation. However, the inactivation credit for Cryptosporidum was increased when the U.S. disinfection regulation was applied. The Korea disinfection credit regulation need revision to practical aspects.

The System of Sewage and Domestic Wastewater Treatment Plants in Tan-Sui River Basin

  • Ko, Chun-Han
    • Proceedings of the Korean Environmental Health Society Conference
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    • 2002.04a
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    • pp.26.2-39
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    • 2002
  • Tan-Sui River Basin covers Taipei metropolitan area of 2,726 square kilometers with more than six million residents. Since 1988, Taiwan government started to plan and construct an integrated sewerage system, consisted by both separated and concentrated trunk sewers, wastewater treatment plants and ocean outfalls. This presentation will introduce the master plan and major facilities of Tan-Sui River Basin sewerage system. Other measures to protect general water quality and the environment of adjacent river basin area of Tan-Sui River and her tributaries by Taiwan EPA will be presented as well.

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Occurrence and removals of micropollutants in water environment

  • Kim, Moon-Kyung;Zoh, Kyung-Duk
    • Environmental Engineering Research
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    • v.21 no.4
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    • pp.319-332
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    • 2016
  • Micropollutants are often discharged to surface waters through untreated wastewater from sewage treatment plants and wastewater treatment plants. The presence of micropollutants in surface waters is a serious concern because surface water is usually provided to water treatment plants (WTP) to produce drinking water. Many micropollutants can withstand conventional WTP systems and stay in tap water. In particular, pharmaceuticals and endocrine disruptors are examples of micropollutants that are detected at the drinking water, ppb, or even ppb level. A variety of techniques and processes, especially advanced oxidation processes, have been applied to remove micropollutants from water to control drinking water contamination. This paper reviews recent researches on the occurrence and removal of micropollutants in the aquatic environments and during water treatment processes.

Effects of the Characteristics of Influent Wastewater on Removal Efficiencies for Organic Matters in Wastewater Treatment Plants (하·폐수 처리시설 내 유입수 특성이 유기물 처리효율에 미치는 영향)

  • Lee, Tae-Hwan;Park, Min-Hye;Lee, Bomi;Hur, Jin;Yang, Heejeoug
    • Journal of Korean Society on Water Environment
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    • v.25 no.5
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    • pp.674-681
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    • 2009
  • Characteristics of organic matters (OM) in wastewater and the removal efficiencies were investigated using the influent and the effluent samples collected from 21 wastewater treatment plants. The OM characteristics investigated included biodegradability, humic content, specific UV absorbance (SUVA), the distribution percentage of refractory OM (R-OM), and synchronous fluorescence spectra. The types of wastewater (sewage, livestock waste/night soils, industrial waste) were easily distinguished by comparing the synchronous fluorescence spectra of the influent wastewater. The prominent peak of protein-like fluorescence (PLF) was observed for livestock waste/night soils whereas sewage exhibited a unique fluorescence peak at a wavelength of 370 nm. Irrespective of the wastewater types, the distribution percentage of R-OM increased from the influent to the effluent. Livestock waste/night soils showed the highest removal efficiency among all the three types of wastewater. There was no statistical difference of the removal efficiency between a traditional activated sludge and biological advanced treatment processes. Removal efficiency based on dissolved organic carbon DOC presented good correlations with the distribution percentage of R-OM and fulvic-like fluorescence (FLF) of the influent. The prediction for DOC removal efficiency was improved by using multiple regression analyses based on some selected OM characteristics and mixed liquid suspended solid (MLSS).

Verification of biological nitrogen removal program in sewage or wastewater treatment plants (${\cdot}$ 폐수처리장에서의 생물학적 질소제거 프로그램 검증)

  • Kim, Hee-Sun;Lee, Byung-Dae
    • Journal of the Korean Applied Science and Technology
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    • v.24 no.4
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    • pp.332-338
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    • 2007
  • Based on the experiment results of laboratory scale modified anoxic-oxic process for leachate treatment, biological nitrogen removal program was verified in terms of SS, COD, and TN concentration. These measured water qualities concentration could be predicted by biological nitrogen removal program with $R^2$ of 0.994, 0.987, 0.990, respectively. No error was occurred between water qualities concentration and quite wide range of water qualities concentration (i.e., 50-4200 mg/L) during the modelling. Each unit and final effluent of simulated concentration was kept good relationship with that of measured concentration therefore this biological nitrogen removal program for sewage or wastewater treatment plants has good reliance.

The Fate of Tetracycline Resistant Bacteria in Biological Wastewater Treatment Plants (생물학적 하수처리장에서 테트라싸이클린 저항 세균의 거동)

  • Kim, Sungpyo
    • Journal of Korean Society on Water Environment
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    • v.22 no.3
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    • pp.527-533
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    • 2006
  • Tetracycline is one of the mostly used antibiotics around the world. The purpose of this study was to evaluate the fate of two different types of tetracycline resistant bacteria in biological wastewater treatment plants. Tetracycline resistant enterics and heterotrophic bacteria were monitored under two different lab-scale experimental conditions. Tetracycline resistant enteric bacteria showed the lower percentages of total enteric bacteria and net specific growth rate in the monitored activated sludge system as compared to tetracycline resistant heterotrophic bacteria. Therefore, total enterics, potentially E.coli, might not be the best indicator microorganism for evaluating the antibiotic resistant bacteria in biological wastewater treatment plant.