• 제목/요약/키워드: Trihalomethane(THM)

검색결과 37건 처리시간 0.027초

Estimation of Dissolved Organics Characteristics and THM Formation from Different Organics Sources Based on Molecular Weight Distribution

  • Jeong, Kyu-Yeon;Ko, Young-Song;Lee, Yoon-Jin
    • 한국환경보건학회지
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    • 제33권2호
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    • pp.158-165
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    • 2007
  • 본 연구는 근원에 따른 용존 유기물의 특성을 평가하기 위해 하천수, 호소수, 하수 2차 처리 유출수의 자연수 및 Aldrich, Wako 사에서 공급된 휴믹산을 대상으로 분자량 분포에 따른 물리 화학적인 수질 특성, 생분해도, 소독, 부산물의 생성 등을 고찰하였다. SUVA를 이용해서 자연수의 생분해 가능성을 평가한 결과 호소수, 하수, 하천수 순으로 예측되었으며 이는, 실제 생분해도 실험 결과와 유사하였다 생분해 반응 중 저분자 영역대의 용존 유기물은 점차 감소하였고 반면에 고분자 영역대의 용존 유기물은 증가하였다. SMP는 전체 용존 유기물의 0.7-5.5%정도 관찰되었으며 고분자 물질을 많이 함유한 시료에서 높게 나타났다. THM 생성은 대체로 고분자 물질이 높을수록 증가하였으며 THMFP도 Wako 휴믹산을 제외한 샘플에서 이와 유사한 경향을 나타냈다.

음용수중 Trihalomethane의 오염과 그 위해성에 관한 조사연구 - 주요 14개도시를 대상으로 (1988. 9-1989. 2) - (A study on the concentration and health risk of trihalomethanes in drinking water)

  • 정용;신동천;이보영;유승한;정상혁
    • Journal of Preventive Medicine and Public Health
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    • 제22권4호
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    • pp.495-505
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    • 1989
  • This study was conducted as a nationwide survey In Korea to determine the THM (trihalomethane) concentration levels in the drinking water of 14 selected cities. The survey was underdtaken in one city (Kwangju) during September and October of 1988 and 14 cities in January through February of 1989. The results were as follows : 1. The $KMnO_4$ consumption was 10.6mg/l-11.6mg/l in Pusan and Ulsan, exceeding the drinking water standard of 10mg/l. Pusan, Inchon, Kwangju, Ulsan, Mokpo and Junju areas also exceeded the ammonia nitrate standard of 0.5mg/l. Other tap waters surveyed were detected below the drinking water standards. 2. The THM concentrations of tap water measured in January and February of 1989 were detected in the range $1.20{\mu}g/l-150.8{\mu}g/l$. 3. In the comparative study of the THM concentration of tap water measured in the Kwangju area during September and October of 1998, the average THM concentation of $145.63{\pm}70.72{\mu}g/l$ showed a sixfold increase compared to that of $23.8{\pm}8.31{\mu}g/l$ surveyed in January and February 1989. 4. The proportion of the four THM compounds found in tap water was bromoform, 47% ; chloroform, 30% ; chlorodibromomethane, 13% ; and dichlorobromomethane, 10%. 5. Since the results indicate that the concentration of bromoform was 2-10 times higher than that of chloroform measured in the seaside district of Pusan, Ulsan and Cheju Island, it is reasonable to assume that the raw water was somehow Influenced by seawater. 6. The average lifetime cancer rate of the population exposed to chloroform measured in the surveyed areas was 17 cancer incidences per 1 million population. From the above results, the existence of THM in the distribution systems seems to be inevitable, since chlorine disinfection is performed in water treatment plants In our country. There seems to be a trend of increasing. THM cncentrations due to the contamination of raw water. In order to establish my form of regulations, health risk assessment is an imminent subject.

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Humic acid 제거를 위한 국산 입상활성탄의 흡착성능 평가에 관한 연구 (A Study on Evaluation of Adsorption Performance of Humic Acid on Granular Activated Carbon)

  • 신성교;김종구;박청길
    • 한국환경과학회지
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    • 제2권1호
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    • pp.73-81
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    • 1993
  • Adsorption process using granular activated carbon(GAC) has been considered as one of the most effective water treatment technologies to remove humic acid which is recon- niEed as trihalomethane(THM) precursor in chlorination. To design the most effective GAC process, it is necessary to conduct the test of adsor- ption performance by means of isothem, batch rate and column studies and to select the most effective activated carbon according to raw materials of GAC - lignite and coconut shell. The objective of this study is to investigate the adsorption performance of humid acid on two activated carbons - lignite activated carbon(LAC) and coconut shell activated car- bon(CAC) made in Korea. It is available to represent UV-abs and trihalomethane formation potential(THMFP) as concentration of humic acid due to good relationship. The adsorption capacity of humid acid is not concerned with surface area of activated carbon but with pore size related to about $100{\AA}$, and then LAC forming at the extent of mesopore is found to be eight times more effective in adsorption capacity than CAC forming at micropore. The adsorption capacity of LAC and CAC is better at pH 5.5 than at pH 7. Pore and surface diffusion coefficients calculated from the diffusion model are $7.61\times10^{-13}m^2/sec$, $3.52\times10^{-15}m^2/sec$ for CAC, and $3.38\times10^{-12}m^2$/sec and $Ds=1.48{\times}10^{-15}m^2/sec$ for GAC respectively. From the results of column test it shows that the performance of LAC is also better than CAC and the optimal EBCT(Empty Bed Contact Time) is 4.52min. and activated carbon removes selectively the components of humic acid to be easily formed to THM.

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ARTIFICIAL NEURAL NETWORK FOR PREDICTION OF WATER QUALITY IN PIPELINE SYSTEMS

  • Kim, Ju-Hwan;Yoon, Jae-Heung
    • Water Engineering Research
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    • 제4권2호
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    • pp.59-68
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    • 2003
  • The applicabilities and validities of two methodologies fur the prediction of THM (trihalomethane) formation in a water pipeline system were proposed and discussed. One is the multiple regression technique and the other is an artificial neural network technique. There are many factors which influence water quality, especially THMs formations in water pipeline systems. In this study, the prediction models of THM formation in water pipeline systems are developed based on the independent variables proposed by American Water Works Association(AWWA). Multiple linear/nonlinear regression models are estimated and three layer feed-forward artificial neural networks have been used to predict the THM formation in a water pipeline system. Input parameters of the models consist of organic compounds measured in water pipeline systems such as TOC, DOC and UV254. Also, the reaction time to each measuring site along pipeline is used as input parameter calculated by a hydraulic analysis. Using these variables as model parameters, four models are developed. And the predicted results from the four developed models are compared statistically to the measured THMs data set. It is shown that the artificial neural network approaches are much superior to the conventional regression approaches and that the developed models by neural network can be used more efficiently and reproduce more accurately the THMs formation in water pipeline systems, than the conventional regression methods proposed by AWWA.

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휘발성 할로겐 화합물(THM)의 양극 산화에 관한 연구 (Studies on the anodic oxidation of some volatile organic halogen compounds(THM))

  • 유광식;박상윤;양성봉;우상범
    • 분석과학
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    • 제10권4호
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    • pp.264-273
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    • 1997
  • 수용액 중의 trihalomethane을 제거하기 위하여 양극 산화반응을 시키고 solid phase microextraction(SPME) fiber로 추출한 다음 GC-ECD로 분석하였다. 반응 용기 내부로 염소이온 등이 오염되는 것을 방지하기 위해 음극과 양극은 $KNO_3$-agar bridge로서 연결시켰다. 6종의 trihalomethane들은 성분에 따라 감도의 차이가 있었지만, 검량선은 수 ppb에서 수백 ppb 범위에서 좋은 직선관계를 보였다. 백금(Pt), 티탄(Ti), 지르코늄(Zr), Ti 금속상에 이리듐(Ir)을 도포시킨 고체 전극, 및 유리질 탄소에 루테늄(Ru)을 도포한 양극들을 사용하여 THM 성분을 제거하려 하였다. 제거효율이 가장 우수한 것은 Ti-Ir 양극으로서, 9V의 전압을 걸었을 때 약 1.5시간 이후에는 모든 성분들이 제거되었음을 알 수 있었다. 다양한 산화상태(mv)의 루테늄으로 유리질 탄소전극을 도포시킨 전극은 초기에는 제거효율이 우수하였으나, 시간이 경과할수록 전극 표면의 훼손으로 인해 제거효율은 약 60% 정도로 감소하였다. 특히 클로로포름은 약간 증가되는 경향을 보임으로써, 이것은 전극반응에 의하여 오히려 재생되는 것으로 생각된다.

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물표면 방전을 이용한 클로로포름의 분해 (Chloroform Degradation by Water-surface Discharge)

  • 유승민;유승열;박준석;홍은정;노태협
    • 한국물환경학회지
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    • 제29권5호
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    • pp.666-673
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    • 2013
  • Chloroform is harmful volatile organics and representatives of Trihalomethane (THM). Well-known removal methods of Chloroform are photo oxidation or OH radical oxidation. Plasma on water surface at slightly vacuum condition (45 torr) can produce OH radical and it will help chloroform removal. 81.5% of chloroform is removed by vacuum and plasma in 10 min.. Plasma can totally oxidize it till 2.8% and partially oxidize chloroform up to 18.5%. Water-surface plasma is good method to remove chloroform in short time.

오존산화에 의한 반응성염료의 제거 및 THM생성능의 제어 (Ozonation of Reactive Dyes and Control of THM Formation Potentials)

  • 한명호;김범수;허만우
    • 한국염색가공학회지
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    • 제16권2호
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    • pp.34-40
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    • 2004
  • This study was conducted to remove the reactive dyes by the Ozone demand flask method which are one of the main pollutants in dye wastewater, Ozone oxidation of three kinds of the reactive dyes was examined to investigate the reactivity of dyes with ozone, Trihalomethane formation potentials(THMFPs), competition reaction and ozone utilization on various conditions for single- and multi-solute dye solution. Concentration of dyes was decreased continuously with increasing ozone dosage in the single-solute dye solutions. THMFPs per unit dye concentration were gradually increased with increase of ozone dosage. By the result of THMFPs change with reaction time, THMFPs were rapidly decreased within 1 minute in single-solute dye solutions. Dey were increased after 1 minute of reaction time, and then they were consistently decreased again after longer reaction time. Competition quotient values were calculated to investigate the preferential oxidation of individual dyes in multi-solute dye solutions. Competition quotients$(CQ_i)$ and values of the overall utilization efficiency, no$_3$, were increased at 40mg/1 of ozone dosage in multi-solute dye solutions.

군산지역 음용지하수 트리할로메탄(THMs) 생성에 관한 연구 (A Study on THMs Formation in Drinking Underground Water at Kunsan)

  • 황갑수
    • 한국환경보건학회지
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    • 제26권4호
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    • pp.122-128
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    • 2000
  • This study was carried out to survey trihalomethane formation potential(THMFP) levels in drinking underground water and to examine its characteristics in Kunsan area. In drinking underground water, THMFP increased with the lapse of reaction time and 96hr-THMFP was the highest of THMFPs examined. In many cases, 24hr-THMFP, 48hr-THMFP and 96hr-THMFP reflected 2hr-THMFP level due to the largest composition ratio of CHCl$_3$ decreased with the lapse of reaction of CHCl$_3$ among THM individuals. CHCl$_3$ was mostly formed within early 2hour of reaction time, but CHClBr$_2$ and CHBr$_3$ continued their formation until 48 hour. Accordingly, the composition ratio of CHCl$_3$ decreased with the lapse of reaction time while that of total Br derivatives increased. 96hr-THMFPs of drinking underground water in Kunsan area ranged from N.D.(not detected)~98.80 $\mu\textrm{g}$/$\ell$ and, in general, those of western section of Kunsan area, closer to the coast, showed the higher tendency. But, from their large range of variance, it could be considered that THMFPs differ individually even in the same section depending on such factors as the difference of water stream, circumstances of management and so on. All the parameters for water quality examined(pH, KMnO$_4$ consumption;UV$_{254}$ , TOC. Cl$^{[-10]}$ ) showed very week corelation with 96h-THMFP.

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상수 원수에 따른 용존 유기물의 특성 평가 (Characterization of Dissolved Organics Based on Their Origins)

  • 허준무;박종안;장봉기;이종화
    • 한국환경과학회지
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    • 제8권3호
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    • pp.337-347
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    • 1999
  • This study was carried out to evaluate the characteristics of dissolved organics based on their origins, which were divided into two categories. The first group consisted of river, lake and secondary sewage treatment effluent, which were chosen as representative of their origins. The second group were artificial samples which were made of AHA(Aldrich humic acids) and WHA(Wako humic acids). Physicochemical characteristics, biological degradability and THMEP(trihalomethane formation potential) of the samples were analysed based on the AMWD(apparent molecular weight distribution). Large portion of dissolved organic carbon(DOC) in the river and lake samples was comprised of LMW(low molecular weight), which that of AHA and WHA was HMW(high molecular weight). The DOC of the lake was evenly distributed in the all range of molecular weight. The river, lake and secondary treated effluent have lower ultraviolet(UV) absorbance at 254nm, and have a higher amount of humic acids. Higher absorbance of humic acids means that aliphatic bond and benzenoid type components that absorb UV light were contained in these kind of humic acids. It was expected that lake sample was the most biodegradable in the different samples investigated, and in order of secondary sewage treatment effluent, river, WHA and AHA based on the result of determination of specific ultraviolet absorbance(SUVA). Biodegradability showed similar result except for AHA, while dissolved organics in the range of LMW decreased during the biodegradability test, and on the contrary those of HMW increased. Production of the SMPs(soluble micobial products) was observed during humicfication of dissolved organics and the SMPs were higher production of the SMPs. THM formation was high in the samples containing HMW and similar tendency was shown in the THMEP(trihalomethane formation potential), except for WHA.

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응집과 막여과 공정에서 응집제에 따른 유기물 및 THMFP제거 (Removal of natural organic matter and trihalomethane formation potential by four different coagulants during coagulation-microfiltration processes)

  • 박근영;최양훈;진용철;강선구;권지향
    • 상하수도학회지
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    • 제27권1호
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    • pp.101-112
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    • 2013
  • Integrated process with coagulation and microfiltration as an advanced water treatment has been expanded its application in recent years due to its superb removal of particles and natural organic matter. In usual, effectiveness of coagulation sometimes determines performance of the whole system. Several new polymeric coagulants introduced to water utilities for better efficiency were studied in this paper. Three polymeric coagulants (i.e., PACl, PACs, and PAHCs) along with alum were evaluated for removal of natural organic matter, especially for reduction of trihalomethane formation potential, for which regulation has become stringent. Turbidity removal was closely related to pH variation showing the reduced turbidity removal by PACs due to the decreases in the pH of supernants at high doses. The four coagulants showed different organic matter removal during coagulation and affected the removal in microfiltration. For instance, DOC concentration was not reduced by microfiltration when PAHCs were used however 10 % of DOC removal was observed by microfiltration with alum coagulation. Coagulation pretreatment also impacted the THM removals, i.e., approximately 30 % of THMs and 13 % of DOC was removed by microfiltration only, but 40 to 67 % of THMs and 30 % of DOC was removed by the integrated process. Strategies on selection of coagulants are needed depending on characteristics of target pollutants in raw waters.