• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2023년도 학술발표회
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• pp.170-170
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• 2023

Providing safe and readily available water is vital to maintain public health. One of the most prevalent methods to prevent the spread of waterborne diseases is applying chlorine injection to the treated water before distribution. During the water transmission and distribution, the chlorine will experience a reduction, which can imply potential risks for human health if it falls below the minimum threshold. The ability to determine the appropriate initial intensity of chlorine at the source would be significant to prevent such problems. This study proposes two methods that integrate hydraulic and water quality modeling to determine the suitable intensity of chlorine to be injected into the source water to maintain the minimum chlorine concentration (e.g., 0.2 mg/l) at each demand node. The water quality modeling employs the first-order decay to estimate the rate of chlorine reduction in the water. The first method utilizes a backtracking algorithm to trace the path of water from the demand node to the source during each time step, which helps to accurately determine the travel time through each pipe and node and facilitate the computation of time-dependent chlorine decay in the water delivery process. However, as a backtracking algorithm is computationally intensive, this study also explores an alternative approach using a water age. This approach estimates the elapsed time of water delivery from the source to the demand node and calculate the time-dependent reduction of chlorine in the water. Finally, this study compares the outcomes of two approaches and determines the suitable and effective method for calculating the chlorine intensity at the source to maintain the minimum chlorine level at demand nodes.

• Environmental Engineering Research
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• 제19권4호
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• pp.375-380
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• 2014

Macro fouling due to blue mussels (Mytilus edulis) has affected negatively on the operation efficiency and eventual system failure of offshore structures and coastal power stations. A certain range of chlorine (0.05, 0.1, 0.3, 0.5, 0.7 and 1.0 mg/L) was applied on the mussel larvae to identify the survival rate with respect to various exposure times under laboratory condition. The ciliary movement of the larvae was used to check their survival. The 1.0 mg/L of chlorine shows to 97% of larvae mortality whereas 0.7 mg/L of chlorine shows only 16% of larvae mortality. Minimum exposure times for 100% larvae mortality ranged from 300 to 20 min for increasing concentrations of chlorine (0.05~1.0 mg/L). It was found that 1 mg/L of chlorine was 4 times more efficient than 0.7 mg/L of that, and 15 times more than 0.05 mg/L of chlorine dose. Data collected and analyzed here will help plant operators to optimize chlorine dosage and its scheduling.

• 미생물학회지
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• 제16권2호
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• pp.62-70
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• 1978

Chlorine was used for inactivation of bacteriophage f2 at pH 5.5, 7.5, and 10.0 at $10^{\circ}C$. The inactivation rate phage with chlorine varied depending on the pH value and reaction time. Hypochlorous acid appeared to be the major species of free chlorine for the inactivation. Suevival of the phage treated with chlorine and infectivity of the RNA extracted from the chlorinated phage were examined. The RNA extracted from untreatd phage was chlorinated and its infectivity was assayed. All three samples showed similar rates of inactivation at pH 5.5 and 7.5, but the naked RNA was more susceptible to chlorine at pH 10.0. The rate of inactivation was compared naked RNA was more susceptible to chlorine at pH 10.0. The rate of inactivation was compared with specific and non-specific attachment of the phasge f2. The specific attachment of the phage increased after the phage had been inactivated by extended chlorination. Chlorine may penetrate to the becteriophage f2 by altering the structural integrity of the protein coat, but the main target of free chlorine for inactivation of the phage appeared to be the phage RNA.

• Membrane and Water Treatment
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• 제10권6호
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• pp.395-404
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• 2019

The influence of chlorine on marine bacterial communities was examined in this study. A non-chlorine-adapted marine bacterial community (NCAM) and a chlorine-adapted bacterial community (CAM, bacterial community treated with $0.2mg-Cl_2/L$ chlorine) were cultivated for 1 month. A distinct difference was observed between the NCAM and CAM, which shared only eight operational taxonomic units (OTUs), corresponding to 13.1% of the total number of identified OTUs. This result suggested that chlorine was responsible for the changes in the marine bacterial communities. Kordiimonas aquimaris was found to be a chlorine-resistant marine bacterium. The effect of intermittent chlorination on the two marine biofilm communities formed on the reverse osmosis (RO) membrane surface was investigated using various chlorine concentrations (0, 0.2, 0.4, 0.6 and 0.8 mg $Cl_2/L$). Although the average number of adherent marine bacteria on the RO membrane over a period of 7 weeks decreased with increasing chlorine concentration, disinfection efficiencies showed substantial fluctuations throughout the experiment. This is due to chlorine depletion that occurs during intermittent chlorination. These results suggest that intermittent chlorination is not an effective disinfection strategy to control biofilm formation.

• 상하수도학회지
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• 제28권3호
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• pp.287-297
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• 2014

It is important to predict chlorine decay with different water purification processes and distribution pipeline materials, especially because chlorine decay is in direct relationship with the stability of water quality. The degree of chlorine decay may affect the water quality at the end of the pipeline: it may produce disinfection by-products or cause unpleasant odor and taste. Sand filtrate and dual media filtrate were used as influents in this study, and cast iron (CI), polyvinyl chloride (PVC), and stainless steel (SS) were used as pipeline materials. The results were analyzed via chlorine decay models by comparing the experimental and model parameters. The models were then used to estimate rechlorination time and chlorine decay time. The results indicated that water quality (e.g. organic matter and alkalinity) and pipeline materials were important factors influencing bulk decay and sand filtrate exhibited greater chlorine decay than dual media filtrate. The two-component second-order model was more applicable than the first decay model, and it enabled the estimation of chlorine decay time. These results are expected to provide the basis for modeling chlorine decay of different water purification processes and pipeline materials.

• 한국식품과학회지
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• 제24권2호
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• pp.132-136
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• 1992

밀가루의 지방질 조성에 대한 염소처리의 영향을 연구하기 위하여 밀가루 100파운드당 1, 2 및 4 oz의 액화염소가스를 각각 처리하여 각종 지방질 성분의 변화를 비교하였다. 염소처리에 의해 극히 적은 양이지만 유리 지방질 함량은 증가한 반면 결합지방질은 감소하였다. 중성 지방질함량은 염소처리량 증가에 따라 유리 및 결합지방질에서 모두 증가하였다. 당지방질 함량은 염소처리량 증가에 따라 유리지방질에서는 증가한 반면 결합지방질에서는 감소하는 경향이었다. Triglyceride의 함량은 염소처리량 증가에 따라 유리 및 결합지방질에서 모두 감소하였다. Digalactosyl diglyceride의 함량은 염소처리량 증가에 따라 결합지방질에서는 감소하였으며, 유리지방질에서는 4 oz 처리는 급격히 감소하였다. 유리 및 결합지방질 중 phosphatidylcholine 함량은 염소처리량 증가에 따라 감소한 반면 lysophosphatidylcholine은 증가하였다. 염소처리량 증가에 따라 유리 및 결합지방질에서 포화지방산 함량은 증가하였고 불포화지방산의 함량은 감소하는 경향이었다.

• 자원리싸이클링
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• 제29권6호
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• pp.48-56
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• 2020

본 연구에서는 염소 함유 클링커 특성을 분석하기 위해 raw mix 제조 시 CaCl2를 첨가하였으며, 이때 염소 함량을 고농도 조건인 2,000ppm까지 제어하였다. 염소 첨가 raw mix의 소성온도는 1250℃에서 1350℃까지 조정하였으며, 각각의 최대온도에서 10분간 유지하였다. 모듈러스는 LSF-92.0, SM-2.5 및 IM-1.6으로 고정하였으며, 염소 함유 클링커의 소성성은 free-CaO 분석을 통해 확인하였다. 염소 함량 증가에 따라 free-CaO는 감소하였으며, 1350℃-2000ppm의 free-CaO 함량은 1.5%까지 낮아졌다. 염소 함량 증가에 따른 광물특성 확인을 위해 광학현미경 및 XRD를 활용하였다. 1250℃ 소성 시에는 클링커 광물을 관찰할 수 없었으며, 1350℃ 소성 시에는 염소 함량 증가에 따라 alite 크기가 소폭 증가하였다. 또한 염소 함량 증가에 따라 우수한 광물결정성을 발현되어 클링커 내 염소함량이 증가할수록 우수한 소성성 및 광물특성을 보였다.

• 분석과학
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• 제12권5호
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• pp.403-407
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• 1999

먹는 물 중에 이산화염소의 새로운 정량법으로 기존 요드 적정법을 변화시켜 개발하였다. 이 방법은 먼저 염소 등의 산화성 방해물질을 질소로 purging시킴으로서 제거하는 것으로 되어 있다. ${ClO_2}^-$와 ${ClO_3}^-$의 음이온 분석은 ion chromatography-열전도도 검출기를 이용하였으며 매우 좋은 분리능을 보였다. 위의 방법으로 국내에서 사용 중에 있는 안정화 이산화 염소를 분석하였을 때 이산화 염소의 함량이 0.01-0.09%로 매우 적은 양 함유되어 있었고 대부분이 $ClO_2$로 구성되어 있었다.

• 한국펄프종이공학회:학술대회논문집
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• 한국펄프종이공학회 1999년도 춘계학술발표논문집
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• pp.78-83
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• 1999

In this paper the extinction coefficients of molecule chlorine ($Cl_2$), chlorine dioxide (ClO$_2$), hypochlorous acid (HClO), chlorous acid ($HClO_2$$_2$) were determined using a PDA UV-VIS spectrophotometer. Based on these, the concentrations of $Cl_2$, $ClO_2$, and HClO in general chlorine dioxide bleaching liquor can be measured. The concentrations of $Cl_2$, $ClO_2$ and $HClO_2$ produced during the generation of methanol based chlorine dioxide generator can also be determined use the same method. The method was thought to be able to give more information in chlorine dioxide bleaching chemistry if combine its use with titration and ion chromatography.

• 상하수도학회지
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• 제19권5호
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• pp.625-631
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• 2005

Disinfection characteristics of mixed oxidants produced by mean of electro-chemical method were evaluated. Inactivation rate of B. subtilis spore on the mixed oxidants were similar with that of chlorine. Based on the experimental results, activation energy of mixed oxidants and chlorine with B. subtilis spore at pH 8.3 were calculated as 30.8, $34.7kJ{\cdot}mol^{-1}$ respectively. UV absorption spectrum of both chlorine and mixed oxidants present similar. Molar extinction coefficients of chlorine and mixed oxidants at 292nm, which is maximum absorption wavelength of $OCl^-$ were 357, $377M^{-1}cm^{-1}$, respectively. Disinfectant decay rate and formation rate of THM in the S WTP filtrate also shows insignificant difference for both mixed oxidants and chlorine. In consequent, it was confirmed that high portion of chlorine presents in the mixed oxidants.