• 제목/요약/키워드: Underground Storage Tank

검색결과 56건 처리시간 0.027초

폭발방지를 고려한 LPG 저장탱크 최적설계 (Optimization of Explosion Prevention for LPG Storage Tanks)

  • 임사환;허용정;손석우;임재기;이종락
    • 대한기계학회논문집A
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    • 제34권7호
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    • pp.897-903
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    • 2010
  • 자동차 연료로 가스를 사용하는 것은 '삶의 질' 향상을 넘어 '생존'의 문제로 환경보존과 경제발전을 조화롭게 추구하는 '지속가능한 발전'이란 새로운 패러다임에 부흥하고 있다. 하지만 가스사용이 늘어나면서 폭발과 화재에 의한 인명피해가 해마다 발생하고 있으며, 대규모 저장시설에서의 가스 사고는 사회적으로 심각한 문제를 야기하고 있다. 따라서 본 논문에서는 지하 격납 저장탱크에서의 폭발발생을 최소화하기 위하여 한정된 내용적과 화염에 노출되는 표면적을 최소로 하는 폭발방지를 고려한 최적의 저장탱크를 설계하였다. 본 연구를 통하여 최적조건의 저장탱크를 설계한 결과, 20ton 저장탱크는 직경 3m, 길이 4.83m일 때 지하 격납 공간이 최소가 되었으며, 화염에 노출되는 표면적은 기존의 저장탱크에 비하여 89.4%로 줄어들어 안전성이 향상되었다.

춘천시의 지하 저장 탱크의 예비적 위해성 평가를 위한 설치 현황 분석 및 지리정보시스템의 적용 (Analysis of Installation Status and Application of GIS for Preliminary Risk Assessment of Underground Storage Tanks in Chuncheon City)

  • 김준현;한영한;이종춘;권영성;이광연
    • 산업기술연구
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    • 제22권A호
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    • pp.127-135
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    • 2002
  • In this study, the preliminary risk assessment for the underground storage tanks(UST) in Chunchon city was implemented using the geographical information system(GIS). The estimation variables, such as the installation year, storage capacity, the distances from streams, and from groundwater pumping wells, were selected to estimate the relative risk levels. The weighting factors were given to all the estimation variables. Cumulative scores were induced by the combination of all the scores of the corresponding variables using the buffering technique and the overlay analysis in ArcView. Using the these process, the relative risk level of each UST was estimated. Some sites in this study are simplified and reduced because the number of useable data are limited or too enormous. Thus the selection of the comprehensive estimation variables and the proper weighting values are required for the future study. The methodology in this study could be served not only for the preliminary risk assessment of UST but also for the selection of the proper location of new and old UST. And, it can be used for the effective management system of UST.

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기존 도시의 홍수저감을 위한 우수관거 배수용량 증대 및 지하 빗물저류조 설치효과 비교 분석 (Comparative Analysis of the Storm Sewer Expansion Methodology and Underground Rainwater Storage Tanks for Urban Flood Control)

  • 이호열;서규태;이택순
    • 한국물환경학회지
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    • 제29권6호
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    • pp.754-761
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    • 2013
  • Urban floods are usually caused by the lack of drainage capacity. Hence, sewer capacity expansion methodology by replacing small pipes with bigger ones is primarily applied as a flood control measure. However, this approach is often unreasonable because of the costs and time involved. Thus, the installation of underground rainwater storage tanks with the two advantages of flood control and water conservation is proposed. This study compared the effectiveness of flood control by both the sewer expansion methodology and rainwater storage tanks using the Storm Water Management Model. Three cases were simulated in this study. The first case analyzed flood reduction by the storm sewer expansion methodology. The simulation results indicate that the overflow volume from manholes was reduced by 49% with this methodology. The second case analyzed flood reduction by installation of rainwater storage tanks. The simulation results indicate that the overflow volume was reduced by 62%. However, these two cases could not prevent urban floods completely. Hence, the third case analyzed the joint application of the storm sewer expansion methodology and rainwater storage tanks. In this simulation, flooding did not occur. Consequently, the results of this study clearly show that underground rainwater storage tanks are more effective for flood control than capacity expansion of storm sewer. Furthermore, the joint application of these two flood control measures is more effective than their separate application.

LNG 저장 탱크 지중연속벽 품질시험 (Inspection of Underground Slurry Wall for LNG Storage Tank)

  • 김영환;조철현;임성진
    • 비파괴검사학회지
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    • 제23권2호
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    • pp.107-115
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    • 2003
  • 지중식 LNG 저장 탱크의 지중연속벽(슬러리 벽체)의 시공 품질 및 건전성을 평가하기 위하여 비파괴 진단을 수행하였다. 이를 위하여 지중 연속벽의 9군데 측점을 선정하여 각각의 측점에서 탄성파 충격-공진법으로 벽체의 두께를 측정하였고, GPR을 사용하여 철근의 배치 간격을 조사하였다. 또한, 음속과 반발경도를 측정하여 압축강도를 추정하였다. 그 결과로 벽체의 두께는 150cm 이상으로 설계값을 만족하고 있으며, 철근의 배근 간격도 설계값과 잘 일치하였다. 콘크리트의 압축강도 추정값은 기준값보다 훨씬 크게 나타나서 전체적으로 구조물의 시공 품질은 양호한 것으로 판단된다.

오일의 누출이 토양오염, 식생 및 지하수에 주는 영향에 관한 연구 (A Study on the Effect of. Oil Leakage for Soil Contamination, Plants and Groundwater)

  • 진성기;도덕현;최규홍
    • 한국농공학회지
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    • 제36권1호
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    • pp.141-152
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    • 1994
  • Our experiment investigated the degree of soil contaimination caused by oil leakage. Each soil sample was taken by boring 5, 8m below the test areas, located 5 to 30m from storage tanks at oil stations. According to the results from a series of laboratory tests(both soxhiet extract test and gas chromatograph test), Traces of a light oil were found in all samples except in Dj8, rocky soil and gasoline and petroleum were not detected. We concluded that soil contamination was caused by the corrosion of storage tanks or alternatively by oil overflow caused during the flooding of underground water seeping into the tank during heavy rain fall or the spillage caused by carelessness during lubrication. Old stations without a concrete box enclosing their metal tanks run a greater risk of oil leakage. To research the effect of oil leakage on plant growth and underground water, We examined the results of research conducted overseas. According to these results, when oil leakage occurs, plant growth is repressed and agricultural crops experience low productivity levels. Also, the contamination of underground water can be serious when oil spreads to the aquifer layer. As a result of these problems, to prevent oil leakage and minimize its contaminating effects at oil stations, it is necessary to improve facilities of storage tanks and have the monitoring system of oil leakage.

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충전층을 이용한 암반공동 열에너지저장시스템의 열에너지 수지 분석 (Thermal Energy Balance Analysis of a Packed Bed for Rock Cavern Thermal Energy Storage)

  • 박정욱;류동우;박도현;최병희;신중호;선우춘
    • 터널과지하공간
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    • 제23권3호
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    • pp.241-259
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    • 2013
  • 충전층을 이용한 열에너지저장 시스템은 자갈이나 콘크리트와 같은 열저장매질과 공기나 오일과 같은 열전달유체를 이용하여 현열에너지를 저장하는 방식으로서, 저장매질의 경제성과 화학적 안정성, 시스템 구축의 용이성 등 많은 장점이 갖는다. 본 연구에서는 충전층을 이용한 열에너지저장 기술에 대하여 개략적으로 소개하고, 이러한 열에너지저장소의 에너지 수지와 성능 효율을 분석하기 위한 수치 모델을 제시하였다. 유한차분법을 이용하여 저장소 내 1차원 비정상 열전달 해석을 수행하였으며, 반복적인 주입과 토출에 따른 충전층의 온도분포와 외부로의 손실 에너지를 계산하였다. 해석모델은 AA-CAES(advanced adiabatic compressed air energy storage)와 연계된 고온의 열에너지저장시스템으로 저장소가 지하암반 내에 위치하는 경우와 지상에 위치하는 경우를 모사하고, 성능효율 및 열손실률을 비교 분석하였다.

지하공기 이용 히트펌프시스템의 망고온실 난방효과 (Heating Effect of Greenhouse Cultivated Mangos by Heat Pump System using Underground Air as Heat Source)

  • 강연구;김영화;유영선;김종구;장재경;이형모
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 춘계학술대회 초록집
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    • pp.200.1-200.1
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    • 2011
  • Underground air is a special energy source in Jeju and distributes lava cave, pyroclastic, open joint, and crushing zone. A possible area to utilize underground air is 85% of Jeju except to the nearby area of Sambang Mt. and 25m high coastal area from sea level. In Jeju, underground air is used for heating agricultural facilities such as greenhouse cultivated mangos, Hallbong and mandarin orange, pigsty, mushroom cultivation house, etc. and fertilizing natural $CO_2$ gas by suppling directly into agricultural facilities. But this heating method causes several problem because the underground air has over 90% relative humidity and is inadequate in heating for crops. Mangos are the most widely grown tropical fruit trees and have been cultivated since 1993 in Jeju. In Jeju, the cultivating area is about 20ha and amount of harvest is 275ton/year in 2010. In this study, the heat pump system using underground air as heat source was installed in mangos greenhouse which area is $495m^2$. The capacity of heat pump system and heat storage tank was 10RT, 5ton respectively and heating effect and heating performance of the system were analysed.

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매스콘크리트 벽체에서 콘크리트 응결 특성과 측압과의 관계 (Relation of Concrete Setting Characteristic and Lateral Pressure in Mass Concrete Wall)

  • 박찬규;유재현;백승준;정재홍;진용만
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.935-938
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    • 2001
  • This paper reports the relation of concrete setting characteristic and lateral pressure in mass concrete wall such as side wall of LNG underground storage tank. In order to estimate the lateral pressure, initial setting time of low heat cement concrete with type of mineral admixture was measured for three concrete mixtures(W/P=41.6%) containing limestone powder, fly ash, and slag powder. As a result, the lateral pressure of the concrete containing limestone powder was the smallest than those of other concretes as well as the initial setting time.

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부천 LPG 충전소 사고 원인에 대한 연구 (Discussions on the Cause of Bucheon LPG Station Accident)

  • 윤재건
    • 한국안전학회지
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    • 제16권3호
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    • pp.31-34
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    • 2001
  • Cause of Bucheon LPG refueling station accident could not be clearly verified because of opposite talking of men reponsible for the accident the accident, damaged by BLEVE and fire, and no systematic fire investigation. After two and half years, recently first judgement has been carried out. But competitive arguement is going on and first leak point of massive LPG will not be clearly identified with evidences acquired by now. This accident gave us many instructions and advices. Specially, massive LPG leak can result in pool fire and safety of underground-installed storage tank is proved by no damage in the strong BLEVE.

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우수 저류조 수위측정 및 제어에 대한 연구 (A Study on the Control and Level Measurement for a Rainwater Tank)

  • 김기환
    • 문화기술의 융합
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    • 제2권4호
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    • pp.55-59
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    • 2016
  • 본 논문에서는 물 부족, 불균형을 해결하기 위해 우수 이용률을 높이는 방법의 하나로 지하저류조를 설치하여 빗물을 저장하고, 관리하고자 하는 곳을 위한 저류조 수위의 모니터링과 제어에 대한 시스템을 제안하고 이를 구현하였다. 이를 위해 제어를 위한 모듈에는 ATMEL사의 Atmega 128의 마이크로프로세서를 사용하고 수위를 측정할 수 있는 센서는 접촉식 센서의 일종인 부자형태의 레벨센서를 사용하였다. 특히 레벨센서는 출력을 산업체 일반에서 많이 사용하는 크기로 출력하므로 기존의 센서를 대체할 수 있도록 호환성이 높도록 하였다.