• 제목/요약/키워드: chlorination

검색결과 336건 처리시간 0.029초

원전 콘크리트 구조물의 장기내구성능 평가 (Long-Term Performance of Safety Related Concrete Structures in Nuclear Power Plants)

  • 윤의식;백용락;임재호;정연석;최강룡
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.237-240
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    • 2006
  • Almost 30 years have been passed since the first nuclear power plant was operated in Korea. Many studies have been actively conducted from the early 1990's in order to develop the deterioration management system for concrete structures in NPPs(Nuclear Power Plants) accordingly. Base on these studies, a systematic deterioration management program has developed and operated since 1997. According to this program, systematic inspections to provide database and evaluation were periodically performed (every overhaul at intervals of $12{\sim}18$ month and every five years). Accumulated deterioration database was usefully utilized for the NPP PSR (Periodic Safety Review). In this paper, the long-term durability and integrity of Kori 1,2 NPP concrete structures which are the oldest ones in Korea were evaluated based on the precise inspection database and regulatory inspection results including compressive strength, depth of carbonation, amount of chlorination and spontaneous potential of reinforcing bar, etc. It was noted that Kori 1,2 NPP structures have not any serious durability problems.

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디아미노피리딘아조계 Red 분산염료들의 합성과 염색성 (Synthesis and Dyeing Properties of Red Disperse Dyes Derived from Diaminopyridines)

  • 박종호;고준석;배진석;김성동
    • 한국염색가공학회지
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    • 제17권6호
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    • pp.1-10
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    • 2005
  • Disperse dyes derived from heterocyclic compounds such as phenylindole, pyridone, diaminopyridine, and carbazole have been known to exhibit high light fastness and bathochromic shift compared to the coursponding aminoazobenzene. The synthetic method to obtain diaminopyridine derivatives, which can be used as coupling components, was chlorination of pyridone with phosphorous oxychloride, followed by substitution with various primary amines. Four azo disperse dyes were synthesized by coupling four diaminopyridines with 2-cyano-4-nitroaniline as a diazo component. Structures of these dyes were confirmed by $^1H$ NMR spectroscopy. The wavelengths of maximum absorption of the synthesized disperse dyes were in the range of $517\~528nm$, and molar extinction coefficients were $45,700\~50,100$. The dyeability of four disperse dyes toward PET fiber was generally good. Wash and rubbing fastnesses were excellent, while light and dry heat fastness were good.

ENHANCED COAGULATION: DETERMINATION OF CONTROLLING CRITERIA AND AN EFFECT ON TURBIDITY REMOVAL

  • Kim, Seung-Hyun
    • Environmental Engineering Research
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    • 제10권3호
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    • pp.105-111
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    • 2005
  • The applicability of the USEPA's (United States Environmental Protection Agency) three criteria of enhanced coagulation (criterion 1-TOC level less than 2 mg/l. before chlorination; criterion II-% requirement of TOC removal; criterion III-point of diminishing return) for Korean waters was evaluated in this study. This study also investigated an effect of enhanced coagulation on turbidity removal, and attempted to identify the best coagulant for enhanced coagulation. Three different waters were used in this study: one river water and two lake waters. five different coagulants were used: alum, liquid alum, PACl, ferric chloride with and without water. Results of this study showed that all three criteria were achievable for the tested waters. For these waters, controlling criterion was found to be different depending upon raw water characteristics. When initial Toe level was low(< 4 mg/L), criterion I (< 2 mg/L) could be the controlling criterion. As TOC level increased, criterion II (% TOC removal) became the controlling criteria. It was possible to achieve different goals of turbidity and TOC removals. Although the optimum region of TOC removal was more acidic than that of turbidity removal, there was no conflict between these two removals. The best coagulant was found to be different depending upon the evaluation tool: maximum and optimum removal. ferric chloride was more effective than alum in terms of the maximum TOC removal, while Al-based coagulant such as alum or PACl was the best coagulant in terms of the optimum TOC removal.

Ingestion Exposure to Nitrosamines in Chlorinated Drinking Water

  • Kim, He-Kap;Han, Ki-Chan
    • Environmental Analysis Health and Toxicology
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    • 제26권
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    • pp.2.1-2.7
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    • 2011
  • Objectives: N-Nitrosodimethylamine (NDMA) is classified as a probable human carcinogen by the United States Environmental Protection Agency (US EPA) and is formed during the chlorination of municipal drinking water. In this study, selected nitrosamines were measured in chlorinated drinking water collected from Chuncheon, Kangwon-do, Republic of Korea, and a risk assessment for NDMA was conducted. Methods: Twelve water samples were collected from 2 treatment plants and 10 household taps. Samples were analyzed for 6 nitrosamines via solid-phase extraction cleanup followed by conversion to dansyl derivatives and high-performance liquid chromatography-fluorescence detection (HPLC-FLD). Considering the dietary patterns of Korean people and the concentration change of NDMA by boiling, a carcinogenic risk assessment from ingestion exposure was conducted following the US EPA guidelines. Results: NDMA concentrations ranged between 26.1 and 112.0 ng/L. NDMA in water was found to be thermally stable, and thus its concentration at the end of boiling was greater than before thermal treatment owing to the decrease in water volume. The estimated excess lifetime carcinogenic risk exceeded the regulatory baseline risk of $10^{-5}$. Conclusions: This result suggests that more extensive studies need to be conducted on nitrosamine concentration distributions over the country and the source of relatively high nitrosamine concentrations.

Colonization of Microbial Biofilms in Pipeline of Water Reuse

  • Kumjaroen, Teratchara;Chiemchaisri, Wilai;Chiemchaisri, Chart
    • Environmental Engineering Research
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    • 제19권3호
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    • pp.275-281
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    • 2014
  • Aim of this study was to investigate biofilms attached in pipeline of water reuse from the MBR system treating sewage without chlorination in correlation to the outflow water quality. Two general pipe materials: polyvinyl chloride (PVC) and polyethylene (PE) were employed in the experiment. The peak growths were found at week 4 in both pipes. The maximum biofilms in PE pipe was $33mgVSS/cm^2$ with the growth rate of $4.75mgVSS/cm^2-d$ which was significant higher than that of PVC pipe. Biofilms examined by PCR-DGGE technique revealed five bacterial species in PE biofilms namely Sinorhizobium medicae WSM419, Sinorhizobium fredii NGR234, Geobacter sp. M18, Parachlamydia acanthamoebae UV-7, and Mycobacterium chubuense NBB4. The VSS concentrations in outflow had directly correlated to the biofilm attachment and detachment. High COD concentrations of outflow appeared during biofilm detaching phase. In summary, water quality of reuse water corresponded to the biofilms attachment and detachment in the pipeline.

호기/혐기 조건에서 Membrane을 이용한 NDMA(N-nitrosodimethylamine)제거 (NDMA(N-nitrosodimethylamine) Removal Uising Membrane at Aerobic and Anaerobic Conditions)

  • 김희주;정진욱;최창규;김문일
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.417-420
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    • 2008
  • Recently, the interest in NDMA(N-nitrosodimethylamine) has increased due to its recognition as a pollutant by Ontario Ministry of Environment and Energy and California Department of Health Sciences. It is, in fact, one of the DBPs(Disinfection By-products) which appears due to chlorination and is reported to be fatal if exposed continuously to human body. Due to uncertainty in mechanism to remove it, its treatment is not yet carried out. In this experiment, treatment of biological NDMA is carried out by letting it adsorbed on Granular Sludge and then filtering the medium through MF(Microfiltration) and UF(Ultrafiltration) membranes. Granular Sludge is adapted to aerobic and anaerobic conditions for 7 days and the experimental conditions are MLSS of 8000mg/L, COD of 250mg/L, TN of 12.5mg/L, and TP of 2.5mg/L. Several batch tests were carried out and samples were collected with the interval of 1 hour. Samples were measured by LSC(Liquid scintillation counter) after filtering by MF and UF. In batch test with granular sludge the permeate concentrations(removal efficiencies) of NDMA by MF and UF were 71.7ng/L(32.0%) and 62.0ng/L(43.7%) at aerobic state, and 52.0ng/L(49.2%) and 47.6ng/L(58.9%) at anaerobic state, respectively. Hence, UF membrane showed about 10% more removal efficiency than MF and removal efficiency at anaerobic condition was 15% more than that at aerobic condition.

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FEP 멤브레인을 이용한 용존 산소 측정용 Clark-type 센서 제작 (Fabrication of Clark-type Sensor for Measuring Dissolved Oxygen Using FEP Membrane)

  • 박정일;장종현;최명기;이동영;김영미;박정호
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2007년도 제38회 하계학술대회
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    • pp.276-277
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    • 2007
  • 본 논문에서는 미량의 세포를 포함한 용액 내에서 세포의 산소호흡량을 측정하기 위해 FEP(Fluorinated Ethylene Propylene)를 멤브레인으로 사용한 Clark-type 센서를 제안하였다. 제안된 Clark-type 센서는 3-전극 시스템을 구성하는 유리 기판, 산소를 선택적으로 투과 시키는 FEP 멤브레인과 세포를 담을 수 있는 PDMS reservoir로 구성된다. 산소 센서의 3-전극 시스템에서 작업 전극과 상대 전극으로는 Au, 기준 전극으로는 Ag/AgCl을 사용하였다. 기준 전극은 Ag 전극을 0.1M KCl/Tris-HCl 용액에서 chlorination하여 표면에 AgCl이 형성되도록 하였고, OCP(Open Circuit Potential) test를 수행한 결과 2시간 동안 안정적인 OCP 특성을 보여 좋은 내구성을 가짐을 확인하였다. 또한, 산소 유무에 따른 cyclic voltammetry 그래프의 차이를 확인하고, amperometry로 감도 및 반응 시간, 선형성을 측정/분석하였다. 제작된 산소 센서는 40초의 90% 반응 시간과 0.994의 아주 좋은 선형 상관계수를 보여주었다.

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산화망간피복여재를 이용한 용존망간 제거 (Soluble Manganese Removal Using Manganese Oxide Coated Media (MOCM))

  • 김진근;정세채;고수현
    • 상하수도학회지
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    • 제20권6호
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    • pp.813-822
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    • 2006
  • Soluble manganese removal was analyzed as a function of filter media, filter depth, presence or absence of chlorination, and surface manganese oxide concentration in water treatment processes. Sand, manganese oxide coated sand (MOCS), sand+MOCS, and granular activated carbon(GAC) were used as filter media. Manganese removal, surface manganese oxide concentration, turbidity removal, and regeneration of MOCS in various filter media were investigated. Results indicated that soluble manganese removal in MOCS was rapid and efficient, and most of the removal happened at the top of the filter. When filter influent (residual chlorine 1.0mg/L) with an average manganese concentration of 0.204mg/L was fed through a filter column, the sand+MOCS and MOCS columns can remove 98.9% and 99.2% of manganese respectively on an annual basis. On the other hand, manganese removal in sand and the GAC column was minimal during the initial stage of filtration, but after 8 months of filter run they removed 99% and 35% of manganese, respectively. Sand turned into MOCS after a certain period of filtration, while GAC did not. In MOCS, the manganese adsorption rate on the filter media was inversely proportional to the filter depth, while the density of media was proportional to the filter depth.

THM 형성 영향인자에 의한 THM 농도예측 및 고도정수처리 공정에의 적용 (The Predictions of THM Concentration by Influencing Factors on the THM Formation and Applications in Advanced Drinking Water Treatment Process)

  • 임정아;윤정효;박선호;김동윤
    • 상하수도학회지
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    • 제11권4호
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    • pp.126-132
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    • 1997
  • Trihalomethanes (THMs) are formed during the chlorination of waters containing precusors compounds, most commonly humic substances, changes in pH, TOC, temperature, precusor source and concentration chlorine dosage, bromide level and reaction time directly influence trihalomethane formation potential (THMFP) and kinetics. A standard THMFP experiment was conducted for each water under the following conditions ; $20^{\circ}C$, pH 7.4, reaction time of 48hr, TOC 5.7mgC/L. A series of kinetic experiments was conducted for each water to provide THM formation under varying conditions of reaction time, pH, temperature and TOC, chlorine dosage. The resultant mutiple parameter powre function predicts a THM which allows direct calculation of THM, is $[THM]=0.00039(pH-2.81)[TOC][Cl_2]^{0.321}\;t^{0.266}\;T^{0.286}$ Characteristics of raw water in advanced drinking water treatment pilot plant were, TOC levels ran from 4.42~6.84mgC/L, pH 7.2~7.8, temperature $7.0{\sim}18.4^{\circ}C$, UV-254 absorbance $0.057{\sim}0.85cm^{-1}$, THM levels ranged from 0.031~0.049mgC/L.

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소독부산물 최소화를 위한 운영조건 연구 (Operating Conditions for Minimization of DBPs (Disinfection by-Products) in Drinking Water Supply System)

  • 신형순;최필권;김종수;최일우;김상훈;김태현;이경희;이수문;장은아;정연훈;김주열
    • 상하수도학회지
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    • 제19권3호
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    • pp.330-337
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    • 2005
  • This study was carried out to propose the managemental improvement of the purification plants and the distribution facilities which can minimize the formation of disinfection by-products in drinking water distribution system. The disinfection by-products were highly created in the water treatment plant that the organic matters were high and the chlorine dosage was excessive. The concentration of DSPs was shown the highest value in August and the lowest value in December, because of temperature and pre-chlorine dosage effect. From the result of tracer test, the travel time from the treatment plant to the end of pipeline was around 3-4 days in summer, 5-6 days in winter, respectively, and the DSPs concentration of the reservoir(end of pipe) was 2-3 times higher than that of the beginning point. The improvement of the chlorination process and structural reformation of distribution facility was demanded to minimize the DSPs increase from purification plant to the end of pipe.