• 제목/요약/키워드: Laboratory Safety & Environment

검색결과 337건 처리시간 0.024초

EBDC계 살균제 mancozeb와 metiram의 ETU 전환 특성 (Characteristics on the Conversion of EBDCs Fungicides to ETU for Mancozeb and Metiram)

  • 장미라;황광호;이은순;김은희;육동현;김정헌;박석기
    • 농약과학회지
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    • 제14권1호
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    • pp.30-36
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    • 2010
  • EBDC계 살균제 중 국내에서 사용하고 있는 mancozeb와 metiram을 사용하여 실험실 조건에서 이들의 반감기 및 분해대사 산물인 ETU로의 전환특성을 조사하였다. EBDC계 살균제 및 분해대사 산물인 ETU에 대한 분석은 상온에 보관한 시료를 0, 1, 2, 5, 7, 9, 12, 15, 19, 22, 26일 경과 후에 HPLC~DAD로 분석하였다. EBDC계 살균제인 mancozeb, metiram과 그 분해산물인 ETU에 대한 정량회수율은 각각 86.9-90.2, 85-98.6 및 64.1-80.0% 범위를 나타내었다. Mancozeb와 metiram의 반감기는 각각 7.5일,27.8일이었다. Mancozeb 의 ETU 전환율은 4.7-67.2% 수준이었고,metiram의 ETU 전환율은 7.5-34.6% 수준이었다.

경북지역에서 수거된 식육의 listeria sp 오염실태 조사 (Survey on the contamination of listeria sp In meats which was collected in Kyongbuk province)

  • 조종숙;김유정;김성숙;도재철;김석환;이창우;김인성;정종식
    • 한국동물위생학회지
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    • 제23권4호
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    • pp.341-348
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    • 2000
  • Nowadays we continue to face challenges to the safety of our foods. It seems clear that contaminated meats provide the major route of listeria monocytogenes transmission from the environment to humans. L monocytogenes is the most important species associated with disease in humans among the listeria sp. The current incidence of symptomatic listeriosis caused by L monocytogenes is uncertain. Although the number of reports in the literature on listeriosis are increasing, it is likely that they are actually unrecognized or underreported because of a lack of awareness on the part of some laboratory workers who fail to isolate or identify these organisms. To get the information of sanitary development, we survey various meats (beef, pork, etc) in Kyongbuk area. Samples were collected from local meat shop at Kyongbuk area. Total sixty six case were isolated and identified from one hundreds and seven samples. L innocua was the most abundant in listeria sp. Among U isolates, the number of isolated L innocua was 43 (65.2%). The numbers of isolated L murrayi, L welshimeri, L monocytogenes and L seeligeri were 12(18.2%), 7(10.6%), 3(4.5%) and 1(1.5%), respectively, but L grayi, L iuanouii were not Isolated.

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냉각탑수 수질이 Ru/Ti 전극을 이용한 Legionella pneumophila 소독에 미치는 영향 (Effect of Water Quality of Cooling Tower on Legionella pneumophila Disinfection Using Ru/Ti Electrode)

  • 김동석;박영식
    • 한국환경과학회지
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    • 제17권6호
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    • pp.581-589
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    • 2008
  • This study was carried out to evaluate the effect of water quality of cooling tower on Legionella pneumophila disinfection using Ru/Ti electrode. The influences of parameters such as pH, turbidity, $CaCO_3$ and TOC were investigated using laboratory scale batch reactor. Oxidants such as free Cl, $ClO_2,\;H_2O_2\;and\;O_3$ were measured. The results showed that all of the water quality parameters of cooling tower had deteriorated disinfection of Legionella pneumophila. When the turbidity, $CaCO_3$ and TOC was increased, oxidants which was generated during electrolysis was decreased. pH, free Cl, $ClO_2\;and\;H_2O_2$ concentration were decreased with the increase of pH, whereas $O_3$ concentration was increased with the increase of pH. The order of effect of water quality on the disinfection performance for Legionella pneumophila was turbidity > $CaCO_3$ > TOC > pH. To obtain the safety standard (1000 CFU/L), the simultaneous increase current and NaCl dosage was needed.

Vehicle-bridge coupling vibration analysis based fatigue reliability prediction of prestressed concrete highway bridges

  • Zhu, Jinsong;Chen, Cheng;Han, Qinghua
    • Structural Engineering and Mechanics
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    • 제49권2호
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    • pp.203-223
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    • 2014
  • The extensive use of prestressed reinforced concrete (PSC) highway bridges in marine environment drastically increases the sensitivity to both fatigue-and corrosion-induced damage of their critical structural components during their service lives. Within this scenario, an integrated method that is capable of evaluating the fatigue reliability, identifying a condition-based maintenance, and predicting the remaining service life of its critical components is therefore needed. To accomplish this goal, a procedure for fatigue reliability prediction of PSC highway bridges is proposed in the present study. Vehicle-bridge coupling vibration analysis is performed for obtaining the equivalent moment ranges of critical section of bridges under typical fatigue truck models. Three-dimensional nonlinear mathematical models of fatigue trucks are simplified as an eleven-degree-of-freedom system. Road surface roughness is simulated as zero-mean stationary Gaussian random processes using the trigonometric series method. The time-dependent stress-concentration factors of reinforcing bars and prestressing tendons are accounted for more accurate stress ranges determination. The limit state functions are constructed according to the Miner's linear damage rule, the time-dependent S-N curves of prestressing tendons and the site-specific stress cycle prediction. The effectiveness of the methodology framework is demonstrated to a T-type simple supported multi-girder bridge for fatigue reliability evaluation.

Infiltration characteristics and hydraulic conductivity of weathered unsaturated soils

  • Song, Young-Suk;Hong, Seongwon
    • Geomechanics and Engineering
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    • 제22권2호
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    • pp.153-163
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    • 2020
  • Laboratory experiments were conducted with two different soil conditions to investigate rainfall infiltration characteristics. The soil layer materials that were tested were weathered granite soil and weathered gneiss soil. Artificial rainfall of 80 mm/hr was reproduced through the use of a rainfall device, and the volumetric water content and matric suction were measured. In the case of the granite soil, the saturation velocity and the moving direction of the wetting front were fast and upward, respectively, whereas in the case of the weathered gneiss soil, the velocity and direction were slow and downward, respectively. Rainfall penetrated and saturated from the bottom to the top as the hydraulic conductivity of the granite soil was higher than the infiltration capacity of the artificial rainfall. In contrast, as the hydraulic conductivity of the gneiss soil was lower than the infiltration capacity of the rainfall, ponding occurred on the surface: part of the rainfall first infiltrated, with the remaining rainfall subsequently flowing out. The unsaturated hydraulic conductivity function of weathered soils was determined and analyzed with matric suction and the effective degree of saturation.

Hardware-in-the Loop Simulation 을 통한 차간거리 제어시스템의 제어 성능 연구 (An Investigation of Vehicle-to-Vehicle Distance Control Laws Using Hardware-in-the Loop Simulation)

  • 이경수;이찬규
    • 대한기계학회논문집A
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    • 제26권7호
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    • pp.1401-1407
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    • 2002
  • This paper represents an investigation of the vehicle-to-vehicle distance control system using Hardware-in-the-Loop Simulation(HiLS). Control logic is primarily developed and tested with a specially equipped test vehicle. Establishment of an efficient and low cost development tool is a very important issue, and test vehicle approach is costly and time consuming. HiLS method is useful in the investigation of driver assistance and active safety systems. The HiLS system consists of a stepper motor for throttle control, a hydraulic brake system with an electronic vacuum booster, an electronic controller unit, a data logging computer which are used to save vehicle states and signals of actuator through a CAN and a simulation computer using mathematical vehicle model. Adaptation of a CAN instead of RS-232 Serial Interface for communication is a trend in the automotive industry. Since this environment is the same as a test vehicle, a control logic verified in laboratory can be easily transferred to a test vehicle.

수소-천연가스 혼합연료 차량 연료 공급시스템 수소영향 평가 (Hydrogen Effect Assessment of Fuel Supply Systems for Hydrogen Blended Natural Gas Vehicle)

  • 강승규;김상렬
    • 에너지공학
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    • 제26권4호
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    • pp.1-6
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    • 2017
  • 본 연구는 수소-천연가스 혼합연료 차량에 사용되는 금속 및 비금속재료에 대한 수소영향을 평가하였다. 수소가 30% 혼합된 HCNG연료의 사용 조건(25MPa)에서 34CrMo강은 겨울철 조건에서는 수소 침투량이 0.0018ppm, 여름철 조건에서 5.3ppm으로 측정되었다. 일정하중시험(CLT)에 의한 임계 수소량이 1.03ppm으로 평가되어, 34CrMo 강은 HCNG 사용 조건에서 수소 취화에 의한 취성 파괴를 일으킬 수 있는 것으로 평가된다. 비금속재료에 대한 평가에서는 모든 재료가 시험 기준을 만족하였으나, Fluorocarbon 고무 재질의 경우 체적 변화가 크게 발생하여 사용에 각별한 주의가 요구된다.

외부 운반 학교급식의 미생물학적 품질 평가 (Assessment of Microbiological Quality of Outsourced School Meals)

  • 정현숙;류경
    • 대한영양사협회학술지
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    • 제18권4호
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    • pp.372-384
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    • 2012
  • The purpose of this study was to provide a basic resource for establishment of hygienic management standards for meal delivery from the central kitchen to schools. Flow diagrams for delivery of food were analyzed, and time-temperature conditions of the food and environment were measured. Four different foods samples including Mexican salad, radish salad, stir-fried pork and vegetables, and stir-fried chicken and vegetables were collected after production and before service. Microbiological analysis was performed for aerobic plate counts (APC), Enterobacteriaceae, coliforms, E. coli, Salmonella spp., S. aureus, B. cereus, C. perfringens, and L. monocytogenes. After completion of production of cooked foods 2~3 hours were taken for the cooked foods to reach the temperature danger zone. Food temperatures at the meal service did not meet the recommended temperatures ($10/57^{\circ}C$) for conventional school food service systems. The highest APC counts were observed in radish salad (5.70 log CFU/g), followed by Mexican salad (5.18 log CFU/g). Enterobacteriaceae and coliform counts were within acceptable levels of those recommended by the UK Public Health Laboratory Service. No E. coli or pathogens were found. These results provide useful information for determination of microbiological hazards in school food service systems, and suggest that time-temperature control during delivery is necessary for the safety of cooked foods.

도시화에 따른 도시 및 농촌 지역의 국지적 기후변화 비교 분석 (Assessment of Regional Climate Change in Urban and Rural Areas Based on Anthropogenic Climate Change and Urbanization)

  • 남원호;윤동현;홍은미;김태곤
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2017년도 학술발표회
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    • pp.25-25
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    • 2017
  • 국지 혹은 지역적인 기후의 특성은 지구규모 또는 종관규모에서의 온실가스 증가로 인한 온난화와 동시에 도시화 (urbanization)에 따른 열섬 현상 (heat island effect)을 포함한 인위적인 요소들이 복합적으로 작용하여 나타날 수 있다. 도시화에 따른 지면피복의 변화는 관측된 온난화 신호에 일정부분 기여하며, 도시 지역은 농촌 및 산림 지역과 비교하여 수문 및 기후학적 측면에서 지역 내 에너지수지 및 물수지의 특성이 상이하기 때문에, 지구온난화에 의한 전 지구적 현상과 도시화에 의한 국소적 현상을 구분하여 파악하는 것은 중요하다. 또한 향후 도시/비도시에 따른 도시화 편향 영향으로 인한 기후변화 예측의 편이를 분석하는데 필수적으로 요구된다. 본 연구에서는 급격한 도시화로 인한 인위적인 기후변화 (anthropogenic climate change)와 종관규모에서의 자연적 기후변화 (natural climate change or climate change)에 기인한 부분을 정량적으로 구분하고자 한다. 이를 위해 도시화의 정도가 서로 다른 도시 지역 및 농촌, 산림 지역을 선정하여 최근 50년간 (1966~2015년) 기상청 관측소의 기상자료와 각 관측지점별 인구수 및 인구증가/감소 추세를 비교함으로써 도시화율의 변화가 기상요소에 미치는 영향의 지역별 차이를 정량적으로 분석하였다.

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Deformation analyses during subway shield excavation considering stiffness influences of underground structures

  • Zhang, Zhi-guo;Zhao, Qi-hua;Zhang, Meng-xi
    • Geomechanics and Engineering
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    • 제11권1호
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    • pp.117-139
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    • 2016
  • Previous studies for soil movements induced by tunneling have primarily focused on the free soil displacements. However, the stiffness of existing structures is expected to alter tunneling-induced ground movements, the sheltering influences for underground structures should be included. Furthermore, minimal attention has been given to the settings for the shield machine's operation parameters during the process of tunnels crossing above and below existing tunnels. Based on the Shanghai railway project, the soil movements induced by an earth pressure balance (EPB) shield considering the sheltering effects of existing tunnels are presented by the simplified theoretical method, the three-dimensional finite element (3D FE) simulation method, and the in-situ monitoring method. The deformation prediction of existing tunnels during complex traversing process is also presented. In addition, the deformation controlling safety measurements are carried out simultaneously to obtain the settings for the shield propulsion parameters, including earth pressure for cutting open, synchronized grouting, propulsion speed, and cutter head torque. It appears that the sheltering effects of underground structures have a great influence on ground movements caused by tunneling. The error obtained by the previous simplified methods based on the free soil displacements cannot be dismissed when encountering many existing structures.