• Title/Summary/Keyword: biological drinking water treatment

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Design of In-situ Self-diagnosable Smart Controller for Integrated Algae Monitoring System

  • Lee, Sung Hwa;Mariappan, Vinayagam;Won, Dong Chan;Shin, Jaekwon;Yang, Seungyoun
    • International Journal of Advanced Culture Technology
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    • v.5 no.1
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    • pp.64-69
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    • 2017
  • The rapid growth of algae occurs can induce the algae bloom when nutrients are supplied from anthropogenic sources such as fertilizer, animal waste or sewage in runoff the water currents or upwelling naturally. The algae blooms creates the human health problem in the environment as well as in the water resource managers including hypoxic dead zones and harmful toxins and pose challenges to water treatment systems. The algal blooms in the source water in water treatment systems affects the drinking water taste & odor while clogging or damaging filtration systems and putting a strain on the systems designed to remove algal toxins from the source water. This paper propose the emerging In-Situ self-diagnosable smart algae sensing device with wireless connectivity for smart remote monitoring and control. In this research, we developed the In-Site Algae diagnosable sensing device with wireless sensor network (WSN) connectivity with Optical Biological Sensor and environmental sensor to monitor the water treatment systems. The proposed system emulated in real-time on the water treatment plant and functional evaluation parameters are presented as part of the conceptual proof to the proposed research.

Water Quality Variation and Removal Characteristics of Poliovirus by Biological Activated Carbon (BAC) and Ozone Treatment Process in Nakdong River. (낙동강 원수의 생물활성탄 및 오존처리공정에 따른 수질 변화 및 폴리오바이러스의 제거특성)

  • Jung Eun-Young;Park Hong-Ki;Lee You-Jung;Jung Jong-moon;Jung Mi-Eun;Hong Yong-Ki;Jang Kyoung-Lib
    • Journal of Life Science
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    • v.15 no.5 s.72
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    • pp.696-702
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    • 2005
  • Ozonation is a disinfection technique of harmful mi-crobes commonly used in the treatment of drinking water. And Biological Activated Carbon (BAC) treatment also provides numerous benefits for drinking water utilities, including removal of micro- pollutants, improved treatment processes. The multiful-stage ozonation and BAC play roles as effective methods for removing several materials in raw water. Water quality variation in Nak dong river and the removal efficiency of viruses by ozonation-BAC process were investigated on pilot scale. During the period of survey, most of water quality parameters including $NH_{4}^{+}-N$ were highly improved after passing through the BAC. The removal efficiency of poliovirus type III in water treatment process using pilot-plant,$ 99.6\% $ of viruses were removed by pre-ozonation, sedimentation and sand filteration process, $ 100\% $ were removed after in BAC filteration step. In the removal survey of viruses by ozonation, ap-proximately $ 61.1\% $ or polioviruses were inactivated by ozone of 0.4 mg/l within 5 min. and $ 100\% $ were inactivated by ozone of 0.8 mg/l over 10 min.

Review of Nanoparticles in Drinking Water: Risk Assessment and Treatment (나노입자의 현황조사 및 처리방안 마련을 위한 문헌연구)

  • Kim, Seung-Hyun;Hong, Seung-kwan;Yoon, Je-Yong;Kim, Doo-Il;Lee, Sang-Ho;Kweon, Ji-Hyang;Kim, Hyung-Soo;ko, Seok-Dock;Kuk, Ji-Hoon
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.2
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    • pp.201-212
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    • 2011
  • Nanotechnology is the applied science which develops new materials and systems sized within 1 to 100 nanometer, and improves their physical, chemical, and biological characteristics by manipulating on an atomic and molecular scale. This nanotechnology has been applied to wide spectrum of industries resulting in production of various nanoparticles. It is expected that more nanoparticles will be generated and enter to natural water bodies, imposing great threat to potable water resources. However their toxicity and treatment options have not been throughly investigated, despite the significant growth of nanotechnology-based industries. The objective of this study is to provide fundamental information for the management of nanoparticles in water supply systems through extensive literature survey. More specifically, two types of nanoparticles are selected to be a potential problem for drinking water treatment. They are carbon nanoparticles such as carbon nanotube and fullerene, and metal nanoparticles including silver, gold, silica and titanium oxide. In this study, basic characteristics and toxicity of these nanoparticles were first investigated systematically. Their monitoring techniques and treatment efficiencies in conventional water treatment plants were also studied to examine our capability to mitigate the risk associated with nanoparticles. This study suggests that the technologies monitoring nanopartilces need to be greatly improved in water supply systems, and more advanced water treatment processes should be adopted for better control of these nanoparticles.

Biofilms and their Activity in Granular Activated Carbons Established in a Drinking Water Treatment Plant (정수장 활성탄 여과지의 생물막과 그 활성도)

  • Lee, Ji-Young;Kim, Se-Jun;Chung, Ik-Sang;Joh, Gyeong-Je
    • Journal of Korean Society of Water and Wastewater
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    • v.24 no.6
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    • pp.661-674
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    • 2010
  • Bacterial biomass and its activity were measured in two kinds of granular activated carbon (GAC), the experimental and existing biofiltration system in a drinking water plant. The bacterial biomass was around 210 to 250 nmol P/g WW with phospholipid concentration at acclimation of ozonation treatment. The phospholipid biomass shows more or less a declining gradient along filter depth and no clear seasonality in its values. On the other hand, the microbial activity of [$^3H$]-thymidine and [$^{14}C$]-acetate incorporation within cells increased significantly along the filter depth, showing the difference of three fold between the upper and bottom layer. These factors support the different microbial composition or metabolic activity along the depth of GAC column. Turnover rates, the rate of bacterial biomass and production of biofilm, ranged from 0.26 /hr to 0.37 /hr, indicating a highly rapid recovery itself at amature state. In the non-ozonation treatment, the bacterial biomass was lower than in the ozonation and biological activity also declined towards the filter depth. The biomass levels during cessation of ozonation in the existing GAC filters were 68% of the actively ozonated state.

Water Treatment Method for Removal of Trihalomethanes, Pesticides, Heavy Metals and Detergent in Drinking Water (2). -Effective Removal Method of Pesticides, Heavy metals and Detergent in Drinking Water- (상수중 Trihalomethanes, 농약, 중금속 및 합성세제의 효율적인 제거를 위한 수처리 방법 제 2보. -상수중 농약, 중금속 및 합성세제의 효율적인 제거방법-)

  • Park, Jong-Woo;Kim, Jang-Eok
    • Applied Biological Chemistry
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    • v.37 no.6
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    • pp.480-486
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    • 1994
  • The present series of investigations have been undertaken to know the effective removal method of some pesticides, heavy metals and detergent when the doses of oxidants and coagulant were changed in the treatment process of drinking water containing organic material. Three pesticides, IBP, diazinon and CNP, were removed by about 68 to 100% by treatment of oxidant, $Cl_2$. Especially, diazinon was completely removed by treatment of $Cl_2$ and other oxidants such as $Cl_2,\;KMnO_4\;and\;O_3$. However, butachlor removal measured only 20.3 to 26.7% due to treatment of all oxidant used. A detergent, sodium dodecylbenzenesulfonate, was effectively removed by treatment of $O_3$ but remained stable in the presence of other oxidants. The heavy metals of Cd, Pb, Cu and Zn in water were not affected by treatment of all oxidants used. By changing the concentration of humic matter and the dosage of coagulant, the removal of heavy metals was increased according to the increase of coagulant dosage, and decreased when increasing the concentration of humic matter, whereas the pesticides and detergent were not effectively removed.

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Analysis of Bacterial Community Structure of Biological Activated Carbon Process in Drinking Water Treatment Plant Using FISH (FISH법을 이용한 정수처리장 내 생물활성탄 공정의 세균군집 구조 분석)

  • Son, Hyeng-Sik;Kim, Mi-A;Jeong, Seong-Yun;Kim, Young-Hun;Son, Hee-Jong;Park, Geun-Tae;Kim, Min-Ju;Ryu, Eun-Yeon;Lee, Sang-Joon
    • Journal of Environmental Science International
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    • v.17 no.5
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    • pp.555-564
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    • 2008
  • The bacterial community structure in biological activated carbon (BAC) process in drinking water treatment plant was investigated by Fluorescent in situ Hybridization (FISH) with rRNA-targeted oligonucleotide probe. Samples were collected at different three points in BAC process every month for one year. They were hybridized with a probe specific for the alpha, beta, gamma subclass of the class Proteobacteria, Cytophaga-Flavobacteria group and Gram-positive high G+C content (HGC) group. Total numbers of bacteria in BAC process counted by 4',6-diamidino-2-phenylindole (DAPI) staining were $5.4{\times}10^{10}$ (top), $4.0{\times}10^{10}$ (middle) and $2.8{\times}10^{10}$ cells/ml (bottom). The number of the culturable bacteria was from $1.0{\times}10^7$ to $3.6{\times}10^7$ cells/ml and the culturability was about 0.05%. The faction of bacteria detectable by FISH with the probe EUB338 was about 83% of DAPI counts. Gamma and alpha subclass of the class Proteobacteria were predominant in BAC process and their ratios were over 20% respectively. In top and middle, alpha, beta and gamma subclass of the class Proteobacteria competed with each other and their percentages was changed according to the season. In bottom, gamma subclass of the class Proteobacteria was predominant all through the year. It could be successfully observed the seasonal distribution of bacterial community in biological activated carbon process using FISH.

Removal of NOM Using Biological Rope Media Sedimentation Tank (로프형 미생물 담체 침전조를 이용한 상수원수중의 NOM 제거)

  • 심상준;강연석;김우식;박대원
    • KSBB Journal
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    • v.16 no.4
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    • pp.332-336
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    • 2001
  • This paper is intended as an application of the biological rope media sedimentation tank using biodegradability of BAC(Biological activated carbon) to the drinking water treatment system for the removal of NOM. The removal of DOC(Dissolved organic carbon), UV absorbance(UV$\_$254/), and turbidity were evaluated under various operation condition of a biological rope media sedimentation tank such as raw water-media process (Media 1), ozonation-media process (Media 2), and ozonation-coagulation/sedimentation-media process (Media 3). The raw water had DOC concentration of 1.3∼3.4 mg/L, UV$\_$254/ of 0.027∼0.039 cm$\^$-1/, and turbidity of 0.3∼4.5 NTU, respectively. The average DOC concentration were 2.2 mg/L in media 1, 1.8 mg/L in media 2, and 1.3 mg/l in media 3 from raw water, respectively. On the other hand, the DOC concentration in conventional sedimentation tank was 1.5 mg/l. Higher removal of the DOC was noted in media 3 than media 1 and media 2. The UV$\_$254/ of the treated water were 0.037 cm$\^$-1/ in media 1, 0.027 cm$\^$-1/ in media 2, and 0.014 cm$\^$-1/ in media 3 from raw water, respectively The UV$\_$254/ in conventional sedimentation tank was 0.014 cm$\^$-1/ which is similar to that of media 3. Average turbidity of the treated water was 1.1 NTU in media 1, 0.9 NTU in media 2, and 0.5 NTU in media 3, respectively. It is expected that the biological rope media sedimentation tank is a good alternative over the conventional sedimentation process from these results.

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The Adsorption Removal Characteristics of Trace Organic By-Products in Disinfection of Drinking Water by Biological Activated Carbon(BAC) (음용수 소독 미량 유기오염물질 생성에 대한 생물활성탄(Biological Activated Carbon)의 흡착제거 특성)

  • Ok, Chi-Sang;Kim, Jeong-A;Bae, Gi-Cheol
    • Journal of Environmental Science International
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    • v.1 no.1
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    • pp.53-68
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    • 1992
  • In order to research the adsorption removal characteristics of trace organic by-products in disinfection of drinking water by biological activated carbon(BAC), water samples disinfect- ted with $Cl_2$, $O_3$ and $ClO_2$ after treatment by fluidized-bed system with water added with humic acid(10mg/L) were investigated the formation and the removal of trihalomethanes (THMs), and the trace organic by-products by gas chromatography(GC) II gas chromatography/mass selective detector(GC/MSD). Control was used by activated carbon(AC) and water added with humic acid(HA). The results were summarized as follow : The THMs removal effect of BAC by chlorination was in lower 90 % than that of control(HA), the sorts of oxidants formed by $Cl_2$ , $O_3$ and $ClO_2$ were that $O_3$ was very fewer than $Cl_2$ or $ClO_2$, and that $ClO_2$ was fewer than $Cl_2$. The trace organic by-products were esters and phthalates etc. Based on results above, it is concluded that BAC was appeared the more desirable adsorbtion-degradation removal characteristics than that of AC.

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A Critical Review for the Effect of Ozonation on Biodegradability in Drinking Water Treatment Systems (전오존처리에 의한 상수원수의 생물학적 처리효율제고에 관한 연구)

  • Nam, Sang-Ho
    • 수도
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    • v.24 no.4 s.85
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    • pp.79-87
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    • 1997
  • In an effort to prevent the formation of DBPs from disinfection and the microbial regrowth in distribution systems, the ozonation followed by biological filtration process in drinking water treatment train has been recently developed as an alternative process to reduce effectively water-born organic matter as precursor. There are, however, insufficient for the consistent information and data about the relation between ozone dosage based on organic surrogate parameter, TOC or DOC and effect of ozonation on BDOC formation. This study is to review critically for the effect of ozonation on biodegradability on the basis of published technical papers including the output from author's research laboratory. It truned out that : 1. ozonation in the presence of organic matter has a tendancy to increase in BDOC content, 2. the rate of BDOC formation was maximum below 1mg $O_3/mg$ DOC of ozone dose, but about maximum content of BDOC was obtainable at the range from 1.5mg $O_3/mg$ DOC to 2mg $O_3/mg$ DOC, 3. from above 1mg $O_3/mg$ DOC, the rate of BDOC formation became slow down, 4. from above 2mg $O_3/mg$ DOC, BDOC formation was quantitatively negligible, In conclusion, it needs further systematic study and research concerned to biodegradability and treatability by ozonation in terms of organic characteristics and experimental conditions because it was hard to find out the consistent experimental data comparable each other that were performed by numbers of research authors.

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A Study on Dissolve and Remove Analysis of Pollutants in Drinking Water by Suspected Cancer Causing Organic Chemicals using AOPs (Advanced Oxidation Processes) & M/F Hybird Process (고도산화와 정밀여과막 혼성공정을 이용한 먹는 물에 존재하는 발암원인으로 의심되는 유기화학성분의 분해 및 제거분석에 관한 연구)

  • An, Tai-Young;Park, Mi-young;Hur, Jang-hyun;Jun, Sang-ho;Han, Mi-Ae;An, Yoon-Hee
    • Journal of Korean Society on Water Environment
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    • v.23 no.2
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    • pp.193-200
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    • 2007
  • The AOPs research defined by creating a sufficient amount of OH radicals from the dissolution of organic materials through photoxidation and research for a complete elimination of residual organic materials by membrane are actively ongoing. This research focuses on the hybrid processing of AOPs and M/F membrane to dissolve and eliminate organic chemicals in drinking water which are suspected of carcinogens. For this purpose, underground water was used as a source of drinking water for the hybrid processing of AOPs oxidation and M/F membrane, and a pilot plant test device was installed indoor. Carcinogenic chemicals of VOCs and pesticide were artificially mixed with the drinking water, which was then diluted close to natural water in order to examine treatment efficiency and draw optimal operation conditions. The samples used for this experiment include four chemicals phenol, chloroform, in VOCs and parathion, carbaryl in pesticide. As a result of the experiments conducted with simple, and compound solutions, the conditions to sufficiently dissolve and eliminate carcinogenic chemicals from the hybrid processing of where carcinogens were artificially added are : (hydrogen peroxide) prescribed solution 100 mg/L under pH 5.5~6.0, and the temperature $12{\sim}16^{\circ}C$, at the normal temperature and pressure. $d-O_3$ volume of 5.0 ppm and above and 30-40 minutes of reaction time are most appropriate and using MF/UF for membrane was ideal.