• Journal of agricultural medicine and community health
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• v.48 no.2
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• pp.71-80
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• 2023

목적: 2017년 지하수를 식수로 사용하고 있는 한 장기요양 정신병원(H병원)에서 A형간염 환자가 집단 발병하여 이에 대한 역학조사를 실시하고 조치 결과를 기술하고자 하였다. 방법: 노출기간 동안 H병원의 근로자 및 재원 환자 234명을 대상으로 사례군 조사 디자인으로 역학조사를 실시하였고, IgM, IgG 혈청검사 및 A형간염 바이러스(HAV)에 대한 PCR검사를 시행하였다. 또한 오염원으로 의심되는 지하수, 병원에서 제공되는 식품 및 인근 저수지의 물에서 HAV 검사를 실시하였고, 검출된 HAV는 유전형 검사를 진행하였다. 결과: H병원 환자 및 직원 234명 중 IgG 양성인 168명을 제외한 66명 중 19명이 최종적으로HAV 감염자로 확인되어 감수성자 중 발병률은 28.8%로 나타났다. 환자, 지하수, 식품(석박지) 및 저수지에서 동일 유전형의 HAV가 검출되어 지하수 오염에 의한 집단발병으로 결론 내렸으나, 최초 오염원은 확인하지 못하였다. 유행 종결 선언 이후 지하수에 대한 관리로 염소소독과 UV 조사를 하였음에도 불구하고 6개월 동안 지속적으로 HAV가 검출되어 새로운 관정을 개발하여 상황을 종결하였다. 결론: 본 연구에서 지하수를 식수로 사용하는 장기요양 정신병원에서 지하수 오염에 의한 19명의 HAV 집단발병을 조사하였다. HAV 항체가 없는 대상자 중에서 HAV의 높은 발병률을 확인하였다. 지하수 수질검사에서 바이러스 검사는 포함되어 있지 않기 때문에 지하수가 HAV에 오염시 HAV 집단발병 가능성이 높고 상당기간 지속적으로 검출되기 때문에 지하수에 대한 관리지침에 바이러스 검출을 위한 방안을 추가하고 관련 법을 정비할 필요가 있다.

• Journal of the Korea Organic Resources Recycling Association
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• v.31 no.2
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• pp.45-52
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• 2023

As of 2020, 139,753 tons/day of livestock manure is generated. Most of the livestock manure is made of compost(75.3%) and Liquor(11.7%) and is spread on farmland. The compost and Liquor of these livestock manure are the main causes of water pollution. Therefore, it is necessary to convert livestock manure into energy. For this reason, hydrothermal carbonization technology was applied to evaluate the physical and chemical properties. Among livestock manure, cow manure was used. Through hydrothermal carbonization, it was confirmed that the HHV (Kcal/kg) of 3,101 kcal/kg of raw material rises to more than about 3,800 kcal/kg at 220℃ or higher. This result was judged to be influenced by carbonization through a clear trend of decrease in O/C and H/C ratios. As a result, the value of Bio-SRF was evaluated through hydrothermal carbonization of cow manure, and All other items except for chlorine showed satisfactory results.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.430-430
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• 2021

최근 상수관망 시스템에 ICT 기술을 접목하여 수돗물 공급에 대한 신뢰도를 향상시키기 위한 노력이 증가하고 있다. 특히, 관 내 수질이 일정 기준 미달인 경우 실시간 수질 감지를 통해 이상수질을 자동으로 배출하는 자동드레인 시스템이 수질사고 예방 및 대응 방안으로 주목받고 있다. 현재 자동드레인 시설은 관로 말단에서의 잔류염소 유지를 위한 목적으로 주로 사용되고 있고, 도시지역 내 수질사고에 대비한 설치, 운영사례는 부족한 상황이다. 따라서 본 연구에서는 인천시 Z지역 내 자동드레인의 운영에 따른 상수관망의 수리적 특성을 분석하였다. EPANET 프로그램을 사용하여 배수지에서 수질오염이 발생한 조건을 가정하였고 배수지의 공급량에 따라 2가지 모의조건으로 나누었다. 첫 번째 모의조건은 배수지의 공급량을 일정하게 유지시킨 상태로 자동드레인의 배출량을 증가시키는 것이었고, 두 번째 모의조건은 급수구역의 공급량을 일정하게 유지시킨 상태로 자동드레인의 배출량을 증가시키는 것이었다. 각 조건별로 자동드레인의 배출량을 증가(배수지의 10%~90%)시키면서 관망 전체의 수리적 변화(압력, 에너지)를 비교·분석하였다. 첫 번째 모의조건에서는 자동드레인 배출량이 증가할수록 모든 절점에서 압력이 증가하였고 수두가 낮은 절점일수록 압력 변화가 커지는 것으로 나타났다. 또한, 인천 Z지역에서는 60% 이상 배출 시 에너지가 거의 증가하지 않고 일정한 값으로 수렴하는 경향을 보였다. 두 번째 모의조건에서는 자동드레인의 배출량이 증가할수록 압력이 모든 절점에서 동일하게 감소하였으며 에너지는 일정하게 증가하였다. 본 연구 결과는 상수관망 내 수질관리 시스템 구축 시 기초자료로 활용될 수 있으며 스마트 물 관리에 도움이 될 것으로 기대된다.

• 한국지구물리탐사학회:학술대회논문집
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• 2000.09a
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• pp.54-69
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• 2000

There are groundwater trouble by high-salinity yield inducing sea-water intrusion in Cheju Island. It is used groundwater-GIS(Well-lnfo) in the maintenance and management of groundwater in Cheju Island to grasp groundwater trouble area and cause of high-salinity yield. For 16 wells certain to yield high-salinity, we logged specific electrical conductivity(EC) and tried to get hold of freshwater and saltwater relationship. As result of distribution of $Cl^-$ by depth, it is showed up groundwater trouble by high-salinity yield in the east coastal area and the partly north coastal area. The reason of high-salinity groundwater yield are low-groundwater level by the structure of geology and low-hydraulic gradient etc. There is necessity for management to development and use of groundwater in the high-salinity area, special management area.

• Journal of the Korean Society of Marine Environment & Safety
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• v.18 no.6
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• pp.569-576
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• 2012

In general, aluminum alloys forms the passive film($Al_2O_3$, $Al_2O_3{\cdot}3H_2O$) in neutral solution. However, the passive film created on the surface will be destroyed by chloride ions contained in sea water so the corrosion will occur. In this study, in order to solve the problem of corrosion under a seawater environment, potentiostatic protection techniques were applied to Al-4.5%Mg-0.6%Mn aluminum alloy in seawater. At polarization experiments, active state were observed at anodic polarization and concentration polarization by reduction of dissolves oxygen and activation polarization were found at anodic polarization. As a results of potentiostatic experiment, calcareous deposit were created much more as applying time increase from the turning point of the concentration polarization and activation polarization and crevice corrosion was partially observed between calcareous deposit and surface of base metal. Overall potentiostatic anodic polarization experiment was difficult to apply potentiostatic corrosion protection technology by occurrence of active state, whereas potentiostatic cathodic polarization experiment examined optimum corrosion protection condition of -1.1 V~-0.75 V within the range of concentration polarization considered various applying time.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.6
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• pp.18-25
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• 2019

The cracks occurred during service life of concrete structure should be considered in durability design, because of the concrete's material property which is weak in tensile strength. In this study, the fly ash concrete mixtures considering 2 levels of strength is designed and outdoor exposure tests are conducted for those concrete specimens. The exposure environment is set to a splash zone, and in order to evaluate the effect of crack width on the behavior of chloride diffusion, the crack width of up to 1.0 mm is generated at intervals of 0.1 mm at each concrete mixture. After that, apparent chloride diffusion coefficient and surface chloride contents are deducted considering 3 levels of exposure periods(180 days, 365 days, 730 days). The diffusion coefficients of two types of mixture increase with the increase of crack width, and the diffusion coefficients decrease with the increase of exposure periods. In addition, the effect of the crack width on the diffusion coefficient is reduced as the exposure periods increase, which is attributed to the extra hydrate by chloride ion reducing the diffusivity of concrete. The behavior of the surface chloride contents does not significantly change by the increase in crack width, compared to the behavior of apparent chloride diffusion coefficient. Also, In the high strength FA concrete mixture, the surface chloride contents are 78.9 % ~ 90.7 % than the normal FA strength concrete mixture. Thus, Surface chloride contents have correlation with the strength of concrete.

• Journal of Korean Society of Environmental Engineers
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• v.22 no.5
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• pp.887-894
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• 2000

The purposes of this study are investigation of species of attached algae and the relation between attached algae and odor in tap water, Oscillatoria sp. and Mougeotia sp. were colonized at sedimentation basin in water treatment plant. Resulting from analysis, 3.7ppt of geosmin and dimethyl-disulfide with trace were detected in sample of Oscillatoria sp. only, 22 compounds were found in each of sample that had been incubated in room temperature for 5 days, 17 compounds were generated by algal decay. Decayed products were sulfur compounds of 10 species such as dimethyl-sulfide and phenol, p-cresol, indole and scatole. So, it is assumed that attached algae which tolerant to chlorine was the origin of odor in tap water. They usually formed big colonies. Colonies on the bottom were decayed because of anaerobic state. While decaying they were detached from colonies and so, odorous compounds are originated from this decayed algae.

• Applied Chemistry for Engineering
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• v.8 no.5
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• pp.790-795
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• 1997

Polychlorinated dibenzo-p-dioxins and polychlorinated dibenzofuransfurans are the archetype of toxic chemicals. So it has absorbed public attention. The majors primary sources of PCDDS and PCDFs are chemical, thermal and photochemical reactions. Municipal solid waste incinerator facilities has been reported as the major contributors of dioxins to the environment. In this paper, Dioxins and furans were examined emission gas and fly ash produced during combustion in municipal solid waste incinerator. More effective method for sampling, extraction was described. The sample was extracted using a soxhlet method and purified using silicagel, alumina and carbon fibre HPLC to remove interfering compound. The extract was then analyzed by HRGC/HRMS. The result of this study showed recovery standard was good and the data resembled those of thermal processes. Total dioxins and furans were $1076.20pg/Nm^3$ and $1452.34pg/Nm^3$ respectively. The amount of highly chlorinated compound was more than that of lowly chlorinated compound. The 2,3,7,8-substituted TCDD was Just 0.34% of the total dioxins/furans amount.

• Journal of Korean Society of Environmental Engineers
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• v.30 no.4
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• pp.385-392
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• 2008

In this study, seawater intrusion was assessed employing a kind of biological parameters such as Escherichia coli and Enterococcus faecalis while lab-prepared reclaimed water was recharged to prevent seawater intrusion. Chemical factors indicating seawater intrusion such as Cl$^-$, Ca$^{2+}$, Mg$^{2+}$ and specific conductivity were also simultaneously investigated where an ion exchange between a matrix in artificial aquifer and cations in solution was estimated. Both Escherichia coli and Enterococcus faecalis were shown to be very sensitive against degree of salinity during saline water intrusion. Enterococcus faecalis more strongly resisted against salinity than that of Escherichia coli. The ratio of Enterococcus faecalis divided by E. coli in the process of seawater intrusion increased up to more than 50$\sim$100 times in 18 hours whereas E. coli was died off more than 90% during pumping and recharge rate kept at 10 mL/min. However, when the rates of both recharge and pumping was kept at 5 mL/min, Enterococcus faecalis / Escherichia coli was sustained in the range of 2.5$\sim$5.0, while Escherichia coli showed dimished death rate. Chemical factors such as Cl$^-$, Ca$^{2+}$, Mg$^{2+}$ and specific conductivity showed more than 0.9 of high correlation each other well explaining the degree of seawater intrusion. The degree of ion exchange between artificial aquifer and saline water can be efficiently interpreted by both minus $\Delta$Na, $\Delta$Mg variation and positive $\Delta$Ca variation.

• Journal of Korean Society of Environmental Engineers
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• v.30 no.8
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• pp.798-807
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• 2008

Due to economic impairment derived from metal corrosion of pumping station installed around coastal area, it was needed for related cause-effect to be investigated for understanding practical corrosion behavior and providing proper control. This research was thus carried out to determine whether the microbe can influence on metal corrosion along with its control in the laboratory. For this study, groundwater was sampled from the underground pump station(i.e. I Gas Station) where corrosion was observed. Microbial diversity on the samples were then obtained by 16S rDNA methods. From this, microbial populations showing corrosion behaviors against metals were reported as Leptothrix sp.(Iron oxidizing) and Desulfovibrio sp.(Sulfur reducing) Iron oxidizing bacteria were dominantly participating in the corrosion of iron, while sulfate reducing bacteria were more preferably producing precipitate of iron. In case of galvanized steel and stainless steel, iron oxidizing bacteria not only enhanced the corrosion, but also generated its scale of precipitate. Sulfate reducing bacteria had zinc steel corroded greater extent than that of iron oxidizing bacteria. In the inactivation test, chlorine or UV exposure could efficiently control bacterial growth. However as the inactivation intensity being increased beyond a threshold level, corrosion rate was unlikely escalated due to augmented chemical effect. It is decided that microbial corrosion could be differently taken place depending upon type of microbes or materials, although they were highly correlated. It could be efficiently retarded by given disinfection practices.