• 제목/요약/키워드: Leakage management

검색결과 657건 처리시간 0.028초

정보보안사고가 투자주체별 투자성과에 미치는 영향: 개인정보유출사고 중심으로 (Effect of Information Security Incident on Outcome of Investment by Type of Investors: Case of Personal Information Leakage Incident)

  • 엄재하;김민정
    • 정보보호학회논문지
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    • 제26권2호
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    • pp.463-474
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    • 2016
  • IT 환경변화에 따라 IT기술을 기반으로 하는 금융환경에서 정보보안의 사고 경로는 다양해지고 있고 그 발생 가능한 피해 유형은 점차 광범위해지고 있다. 특히 기업에게 정보보안사고로 인한 개인정보유출은 1차적인 문제로 그치지 않고 유출된 개인정보로 2차 피해가 충분히 발생가능하기에 그 어느 유형의 정보보안사고보다 심각하다고 할 수 있다. 본 연구는 개인정보유출사고가 기업가치에 어떠한 영향을 미치는지 최근 15년간 1,899개의 상장기업 중 개인정보유출사고가 발생한 21개의 상장기업을 대상으로 사건연구방법론을 통해 분석하였고 사고일 전후의 거래량 흐름을 통해 개인정보유출사고에 대한 투자자들의 정보반응을 추론하고자 하였다. 더불어, 우리나라 주식시장에서 외국인, 기관, 개인투자자 등으로 그 투자자유형을 세분화하여 개인정보유출사고가 투자자 유형별 투자성과에 어떠한 영향을 주는 사건인지를 실증적으로 정량분석 하였다. 본 논문을 통해 우리나라 주식시장에서 개인정보유출사고가 기업가치 뿐만 아니라 기업의 이해관계자인 투자주체별 투자성과에도 차별적인 영향을 주는 사건이라는 것을 제시함으로서 정보보안사고로 인한 피해예방과 기업의 정보보안을 담당하는 사람들의 지위 및 역할에 있어 경영자들에게 정보보안의 중요성을 인지시켜주는데 있어 본 연구가 실무적으로 많은 시사점을 줄 것이라 기대해 본다.

콘크리트 표면차수벽형 석괴댐의 준공 후 정부침하와 슬래브 변형 및 누수 거동에 관한 연구 (A Study On The Deformation Behavior of Post-Construction Crest Settlement, Face Slab Deformation, and Leakage of Concrete Faced Rockfill Dams)

  • 김유성;최재선;원명수;이희훈
    • 한국지반신소재학회논문집
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    • 제8권2호
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    • pp.31-39
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    • 2009
  • 본 연구에서는 준공 후 정부침하, 콘크리트 슬래브 변형, 누수량 등의 CFRD 거동 예측과 유지 관리 지표로 유용하게 활용될 수 있도록 하기 위해 국내외 27개의 콘크리트 표면차수벽형 석괴댐 (CFRD)의 사례를 분석하였다. 검토결과 Sherard와 Cooke(1987)과 Clements(1984) 등이 제안한 준공 후 정부침하 범위는 록필 재료의 강도가 매우 양호한 경우에는 적합하나, 보통에서 양호한 경우는 과소평가하는 경향이 있는 것으로 나타났다. 누수량 사례분석결과 CFRD에서 누수량의 주원인은 담수하중에 의한 슬래브의 변형이고, 최대 누수량은 주로 최초 담수중에 발생하고, 댐 높이가 125m보다 커지게 되면 누수량이 급증하는 경향이 있는 것으로 나타났다.

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3D 스캔과 CFD를 활용한 LPG 폭발사고의 누출량 산정에 관한 연구 (A Study on Calculation of Leakage for LPG Explosion Accident using 3D Scan and CFD)

  • 조완수;김의수
    • 한국안전학회지
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    • 제33권3호
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    • pp.1-7
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    • 2018
  • Recently, various engineering approaches have been widely used in the accident investigation field to identify the cause of the accident and to predict damage by accident. Computational analysis is the most commonly used method of accident investigation technique. This technique is mainly used to identify the mechanism of the accident generation and to determine the cause when it is difficult to reproduce the situation at the time of the accident or when it is impossible to perform a reproduction experiment. In this study, The gas explosion analysis for LPG explosion accident generated by defect of the blocking action was performed to determine the accident object, gas leakage amount and predicted the damage caused by the accident using 3D laser scanner and FLACS program. We can quantify the explosive power by LPG gas accident and predict the gas leakage amount, damage by accident and evaluate the stability of the structure through this study. In the future, This method can be widely used in the field of gas safety by improving the reliability and validity of the analysis.

국내 재래식 터널의 변상현황과 배면공동 보강 사례연구 (A Case Study on Deformation Conditions and Reinforcement Method of Cavity behind the Lining of Domestic Old Tunnel)

  • 김영묵;임광수;마상준
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1343-1350
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    • 2005
  • In this study, the whole deformation conditions of domestic old tunnels and reinforcement methods for deformation tunnels were investigated and analysed, and the present conditions, occurrence cause and reinforcement methods of cavity behind the tunnel lining were investigated and analysed comprehensively. The deformation causes of domestic old tunnels could be classified in three kinds : change of earth pressure operating tunnel ground, material problem of concrete lining, mistake of design and construction. As a result of analysis, the tunnel deformation was occurred by not specific cause but various cause As a result of investigation for 455 domestic tunnel data, more than 70% of the tunnel deformation was related to leakage and the other deformation cause also accompanied leakage mostly. An applied reinforcement method was related to leakage and flood prevention measures, but application of reinforcement method for boundary area between tunnel and ground and tunnel periphery which influence on the tunnel stability was still defective. The cavity of domestic old tunnel occupied about 16% of the total tunnel length and about 68% of cavity was located in the crown of tunnel, and besides, the occurrence cause of cavity was analysed to design, construction and management cause. The filling method for cavity using filling material was comprehensively appling to cavity behind tunnel lining.

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수소가스 누출 시나리오에 따른 피해예측에 관한 연구 (Study on the Consequence Analysis about Leakage Scenarios for Hydrogen Gas)

  • 김태훈;오영달;이만수
    • 대한안전경영과학회지
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    • 제16권4호
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    • pp.159-165
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    • 2014
  • For the hydrogen economy system being tried starting with the 21st century, the fields that was not dealt with so far, such as the safety measure for large leakage accidents, the safety problem at infrastructures like a hydrogen station, the safety problem in terms of automobiles depending on introduction of hydrogen cars, the safety problem in a supply for homes like fuel cells, etc., are being deeply reviewed. In order to establish a safety control system, an essential prerequisite in using and commercializing hydrogen gas as an efficient energy source, it is necessary to conduct an analysis, such as analysis of hydrogen accident examples, clarification of physical mechanisms, qualitative and quantitative evaluation of safety, development of accident interception technologies, etc. This study prepared scenarios of hydrogen gas leakage that can happen at hydrogen stations, and predicted damage when hydrogen leaks by using PHAST for this.

상수관망 블록의 대표적인 용수사용 유형에 대한 최소 용수사용 시간의 결정 (Determining the Time of Least Water Use for the Major Water Usage Types in District Metered Areas)

  • 박수완;정소연
    • 상하수도학회지
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    • 제29권3호
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    • pp.415-425
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    • 2015
  • Aging water pipe networks hinder efficient management of important water service indices such as revenue water and leakage ratio due to pipe breakage and malfunctioning of pipe appurtenance. In order to control leakage in water pipe networks, various methods such as the minimum night flow analysis and sound waves method have been used. However, the accuracy and efficiency of detecting water leak by these methods need to be improved due to the increase of water consumption at night. In this study the Principal Component Analysis (PCA) technique was applied to the night water flow data of 426 days collected from a water distribution system in the interval of one hour. Based on the PCA technique, computational algorithms were developed to narrow the time windows for efficient execution of leak detection job. The algorithms were programmed on computer using the MATLAB. The presented techniques are expected to contribute to the efficient management of water pipe networks by providing more effective time windows for the detection of the anomaly of pipe network such as leak or abnormal demand.

내부정보유출방지를 위한 DLP시스템 연구 (A Study on DLP System for Preventing Internal Information Leakage)

  • 유승재
    • 융합보안논문지
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    • 제18권5_1호
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    • pp.121-126
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    • 2018
  • 현대의 정보통신 기술과 네트워크 기술이 발달은 기업의 운영환경을 스마트하게 변화시켰으며, 그 가운데서 수많은 데이터들이 생성되고 저장되고 사용되고 있다. 기업경영의 에너지원이 되는 중요한 정보는 경제적인 이윤과 가치를 생성하고 또한 강력한 영향력의 근거로 활용된다. 따라서 주요정보는 그 가용성과 편의성을 확보해야 함과 동시에 기밀성과 무결성을 담보해야 하는 것이며 이것이 바로 정보보호의 기본목표가 된다고 할 수 있다. 그러나 대부분의 기업들은 중요한 내부정보가 유출되어 심각한 피해를 야기하는 사고가 증가하고 있다. 이에 본 연구에서는 내부정보유출을 방지하고 안정적인 데이터보안 및 정보보호관리 구축을 위한 DLP(Data Loss Prevention) 기술과 솔루션에 대해 살펴본다.

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포름알데히드 누출에 따른 대피장소 선정 방안 (The Selter Selection Plan due to Formaldehyde Leakage)

  • 오승주;공하성
    • 대한안전경영과학회지
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    • 제25권4호
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    • pp.117-129
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    • 2023
  • This study tested the effect on the toxicity of formaldehyde to select a shelter site due to formaldehyde leakage. As a result of the experiment, the range of ERPG-2 and 3 is between 2.2km and 9.6km, ASET is 6 minutes at 1km, 15 minutes at 3km, 22 minutes at 5km, and the lethality rate is 99.9% at 1km and 9% at 3km. In areas where refuge time is less than 15 minutes or the lethality rate is more than 2%, a shelter is installed. This is because if there are only a few evacuees, the evacuation time may take longer than the pre-movement time of 15 minutes or less specified in PD 7974-6:2004, and the lethality rate with the lowest number of deaths was calculated to be 2%. The shelter must be equipped with a hepa-filter, positive pressure equipment, air purifier, air respirator, goggles, chemical protective clothing type 4 and sufficient parking space must be secured to ensure the safety of evacuees.

아크릴로니트릴 누출에 따른 독성, 복사열 및 외부영향에 의한 아파트의 성능위주설계 방안 (Performance Based Design Plan for Apartment that Reflects External Effects from Toxicity and Radiant Heat Due to Acrylonitrile Leakage)

  • 오승주;한상훈;공하성
    • 대한안전경영과학회지
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    • 제26권2호
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    • pp.65-77
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    • 2024
  • This study aims to present a performance based design for apartments through evacuation safety assessment and damage impact assessment due to acrylonitrile leakage. In the evacuation safety evaluation, ASET was analyzed as 25 min or more and 60 min or less when the ventilation rate was once per hour, and RSET was 22.6 min. Evacuation safety is satisfied when the number of ventilation per hour is less than 1, so it is necessary to design the number of ventilation to be 1 or less. In the damage impact assessment, the 0% structural collapse rate due to overpressure was measured to be between 71m and 90m, and the 0% fatality rate due to radiant heat was measured to be between 136m and 353m. Therefore, maintain a safe distance of 353m or more.

황마사와 우레탄을 이용한 콘크리트 익스펜션 조인트 및 균열 적용에 관한 실험적 연구 (An Experimental Study for Application on Concrete Expansion Joint and on Cracks Using Oakum and Urethane Resin)

  • 최은수;고위경;배기선;오상근;안상덕
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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    • pp.1085-1090
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    • 2000
  • It is socially increasing the need to maintenance of building's durability and management for building's safety. It has happened in waterproofing field, especially in case of water leakage in expansion joint and cracks, lacking basic design for waterproofing. After the completed of construction, there are many troubles something like this. Therefore it need for development to prevent from water leakage, using oakum and urethane in expansion joint and cracks as a method for waterproofing.