• 대한환경공학회지
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• 제32권10호
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• pp.916-927
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• 2010

일반적으로 정수처리 공정에서 염소에 의한 소독공정은 수인성 질병을 억제하고 상수도관망에서 미생물의 재성장을 억제하는 목적으로 사용되고 있다. 그러나 염소소독은 수중의 유기물과 반응하여 소독부산물(Disinfection By-products; DBPs) 과 같은 발암성 물질을 생성함으로 적절한 염소 주입이 필요하고 최근에는 관말지역에서의 잔류염소 확보를 위해 상수관로 나 배수지 등에서 재염소를 실시하는 경향이 증가하고 있는 추세이다. 따라서 본 연구에서는 정수장에서 최적의 염소주입과 재염소 주입량을 산정하기 위하여 미국 EPA에서 개발한 EPANET 2.0을 사용하여 최적 염소 주입량을 산정하고 그 효과를 모의하였다. 대상지역 상수관로에 대한 수질을 모의하기 위하여 bottle test를 통해 수체감소계수($k_{bulk}$)를 도출하였으며, syster-matic analysis method를 이용하여 관벽감소계수($k_{wall}$)를 도출하였다. 배ㆍ급수계통에서의 수질을 정확히 예측하고자 유량과 체류시간 등을 고려한 수리해석 모델을 기초로 하여 상수도관망에서의 잔류염소 농도를 예측하고 염소주입 농도에 따른 소독부산물(DBPs)인 트리할로메탄(Trihalomethanes; THMs)의 생성변화를 실험을 통해 확인하였다. 수체감소계수($k_{bulk}$)를 도출한 결과 온도가 높을수록 초기에 빠른 감소를 보였으며, $25^{\circ}C$의 경우 25시간이 지난 이후에는 절반이상이 감소하였다. 대상지역에 재염소 주입시설을 도입할 경우 최적 재염소 주입량을 산정하였으며, 관망도상에서 경제적으로 유리한 지점을 선정할 수 있었다.

• 전기학회논문지P
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• 제59권4호
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• pp.411-416
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• 2010

Interest in application of ultraviolet light technology for primary disinfection of potable water in drinking water treatment plants has increased significantly in recent years. The efficacy of disinfection processes in water purification systems is governed by several key factors, including reactor hydraulics, disinfectant chemistry, and microbial inactivation kinetics. The objective of this work was to develop a computational fluid dynamics(CFD) model to predict velocity fields, mass transport, chlorine decay, and microbial inactivation in a continuous flow reactor. In this paper, It describe the how to design optimal UV disinfection device for ground water, BWT and rainwater. Spring shape instrument silver coated located in inner side of disinfection chamber. It make lead the active flowing movement target water and maximize disinfection performance. To search the optimal design method, it was performed computer simulation with 3D-CFD discrete ordinates model and manufactured prototype. Using proposed design method, performed simulation and proved satisfied performance.

• 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.

• 상하수도학회지
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• 제20권5호
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• pp.701-707
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• 2006

Disinfectant residual should be maintained to achieve biological stability during distribution of treated water. The wide distribution of retention times associated with storage and transport of water in a network and the reactivity of disinfectants make it difficult to maintain adequate residuals at critical locations. Rechlorination at some intermediate locations may reduce the total disinfectant dose while keeping residuals within specified limits throughout the water distribution system. In order to select the adequate location of rechlorination for achieving to maintain of residual chlorine throughout the distribution system, EPANET was used in this study. EPANET was well predicted chlorine transport and residual loss in the distribution system. Location of rechlorination was selected to maintain 0.4mg/L of residual chlorine throughout a water distribution system by field investigation and model simulation. The quantity of chlorine may reduced 36.7% and provided smooth residual between 0.42 and 0.60mg/L, when rechlorination would be used continuously at strategic location within the distribution system.

• 한국식품저장유통학회지
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• 제15권2호
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• pp.236-242
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• 2008

이산화염소수 발생 최적조건을 검토하기 위하여 생성원료인 $NaClO_2$ 농도(0.01-0.1%)와 $Cl_2$ gas 투입량(100-1,000 g/hr)에 따른 chlorite, chlorate, FAC 및 chlorine dioxide의 생성량을 조사하였다. Chlorate, FAC 및 chloride dioxide 생성량은 $NaClO_2$ 및 $Cl_2$ 투입량이 증가할 수록 생성량이 증가하는 경향을 나타내었다. 이산화염소수 최적 생성조건은 0.1% $NaClO_2$, 900 g/hr $Cl_2$ gas 농도였으며 발생한 이산화염소수의 $ClO_2$는 882 ppm, FAC는 8.0 ppm, chlorite는 검출되지 않았고 chlorate는 43.32 ppm이었다. 이때의 수율과 순도는 각각 97.0%, 96.0%였다. 상추, 치콘, 깻잎, 케일의 채소류에 대한 세정 침지 살균에서는 이산화염소수 농도의존성 감균 효과를 나타내어 3-4 log의 총균수 감소 효과가 있었다. 과일의 경우에도 농도 의존성 감균 효과는 동일하였으며 대략 3-5 log의 총균수 감균 효과가 있었다.

• 상하수도학회지
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• 제24권5호
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• pp.519-525
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• 2010

From the results of tracer test for the existing chlorine contactor in Y water treatment plant, $T_{10}$ and $T_{10}$/T were calculated as 130 min and 0.16, respectively. Therefore it required the modification schemes for improving hydraulic efficiency, surrogated by T10 and $T_{10}$/T, and disinfection performance. In this study, in order to reduce dead zone within contactor, the installation of porous baffles in the near of each corner was suggested and verified using transient CFD(Computational Fluid Dynamics) simulation technique and tracer tests on dynamic condition. From the results of simulation and tracer tests, it was revealed that porous baffles installed have been effective to reduce dead zone within contactor, and increase plug flow fraction.

• 한국물환경학회지
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• 제22권5호
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• pp.851-855
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• 2006

The aim of this study was to investigate characteristics of formation of mixed oxidants and some aspects of the performance of electrochemical process as an alternative disinfection strategy for water purification. The study of electrochemical process has shown free chlorine to be produced, but smaller amounts of stronger oxidants, such as ozone, hydrogen peroxide and OH radicals, were also generated. The formation of ozone and hydrogen peroxide increased with increasing electric conductivity, but was limited at conductivities greater than 0.6 mS/cm. Also, formation of OH radical was enhanced as electric conductivity was increased to 0.9 mS/cm and The stead-state concentrations of OH radical were calculated at $1.1{\sim}6.4{\times}10^{-14}M$. Using E. coti, inactivation kinetic studies were performed. With the exception of free chlorine, the role of mixed oxidants, especially OH radical, was investigated for enhancement of the inactivation rate.

• 한국지능시스템학회논문지
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• 제24권2호
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• pp.147-154
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• 2014

본 논문에서는 발암물질 저감을 위하여 정수장 염소투입공정 중 전염소 주입에 따른 침전지의 염소 증발량이 주야간, 계절별 현격한 차이가 발생함에 따라 시간대별/계절별/날씨별 유입목표 잔류염소를 변경하고자 운영자의 경험에 기반한 퍼지 모델링 기법을 도입하였다. 퍼지에 의해 설정된 목표 잔류염소농도를 유지하기 위하여 침전지 유입부에 잔류염소 계측기를 추가 설치하여 피드백 Loop 시간을 최소화하였고 지연시간이 긴 시스템에 적용되는 이중 피드백 제어시스템인 캐스케이드 제어를 병행 실시하였다. 이를 통해 소독공정의 고유특성인 시간지연에 대한 선제적 대응 및 침전지 잔류염소농도 변화폭을 7.3배가량 안정화를 시키고 염소소모량을 저감하여 안정적이고 경제적인 물 공급이 가능하도록 하였다.

• Environmental Sciences Bulletin of The Korean Environmental Sciences Society
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• 제4권2호
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• pp.71-78
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• 2000

The chlorination of municipal drinking water supplies leads to the formation of so-called disinfection by-products(DBPs), many of which have been reported to cause harmful health effects based on animal studies. This study was conducted: 1) to observe seasonal changes in the major DBPs at four sampling sites on a drinking water distribution system located in Chunchon, Kangwon Do; and 2) to examine the effects of major water quality parameters on the formation of DBPs. During the field sampling, the water temperature, pH, and total and free chlorine residuals were all measured. The water samples were then analyzed for total organic carbon(TOC) and eight disinfection by-products in the laboratory. Chloroform, dichloroacetic acid, and trichloroacetic acid were the major constituents of the measured DBPs. The concentrations of the total DBPs were highest in fall, particularly in October, and lowest in summer. The concentrations of the total DBPs increased with increasing TOC concentrations. Multiple regression analyses showed that the concentrations of chloroform, bromodichloromethane, and chloral hydrate were linearly correlated with the pH. Other water parameters were not included in the regression equations. Accordingly, these results suggest that TOC and pH are both important factors in the formation of DBPs.

• 한국어병학회지
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• 제37권1호
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• pp.139-145
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• 2024

In this study, nylon mash and silicone tube mainly used as shrimp farm equipment were contaminated with Enterocytozoon hepatopenaei (EHP) which is the cause of Hepatopancreatic microsporidiosis (HPM), and were treated with calcium hypochlorite or UV-C disinfection methods for EHP eradication. As a result, similar with the control group (not disinfected), EHP was detected on the nested PCR until the 10 days in the UV-C single treated group. On the other hand, EHP was not detected from 7 days in calcium hypochlorite single treated group (total concentration 200 ppm as available chlorine), and combination of calcium hypochlorite and UV-C treated group revealed no detection of EHP from 3 days. It is appropriate that treated with UV-C and calcium hypochlorite for 3 days or single treated with calcium hypochlorite for 7 days to eradicate EHP on contaminated instrument used in shrimp farms. In contrast, disinfection effect of only using UV-C is very low.