• Title/Summary/Keyword: Underground storage tank

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

  • Leem, Sa-Hwan;Huh, Yong-Jeong;Son, Seok-Woo;Lim, Jae-Ki;Lee, Jong-Rark
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.7
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    • pp.897-903
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    • 2010
  • Used gas to the vehicle fuel are the problems of the 'survival' beyond the 'quality of life' improvements and revive a new paradigm of 'sustainable development' which pursues economic development in harmony with environmental conservation. However, the fatalities caused by explosions and fires increases every year with the increase in the use of LPG; gas accidents in large-scale storage facilities also cause severe damage to property. In this study, a suitable storage tank is designed in which the surface area of the fuel exposed to flames is minimized in order to prevent explosions; thus, the occurrences of explosions in underground storage tanks can be minimized. According to the optimum design of storage tank obtained in this study, underground containment space was minimized; the minimized diameter and length of a 20-ton storage tank was 3 m and 4.83 m, respectively. Thus, safety was ensured since surface area exposed to flames decreased by 89.4%, which is less than the exposed surface area in the currently used storage tanks.

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

  • Kim, Joon-Hyun;Han, Young-Han;Lee, Jong-Chun;Kwon, Young-Sung;Lee, Kwang-Yeon
    • Journal of Industrial Technology
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    • v.22 no.A
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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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Comparative Analysis of the Storm Sewer Expansion Methodology and Underground Rainwater Storage Tanks for Urban Flood Control (기존 도시의 홍수저감을 위한 우수관거 배수용량 증대 및 지하 빗물저류조 설치효과 비교 분석)

  • Lee, Ho Yeol;Seo, Gyu Tae;Lee, Taek Soon
    • Journal of Korean Society on Water Environment
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    • v.29 no.6
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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.

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

  • Kim, Young-H.;Jo, Churl-Hyun;Lim, Seong-Jin
    • Journal of the Korean Society for Nondestructive Testing
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    • v.23 no.2
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    • pp.107-115
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    • 2003
  • Nondestructive testing was carried out in order to evaluate the structural integrity and construction quality of the slurry wall of the underground LNG storage tank. 9 test points were selected, and the wall thickness, rebar spacing, and compressive strength of the slurry wall were evaluated by stress wave impact-resonance method, GPR, sonic velocity, and rebound testing, respectively. As results, the wall thickness, rebar sparing and estimated compressive strength satisfy the design criteria.

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

  • 진성기;도덕현;최규홍
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.36 no.1
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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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Thermal Energy Balance Analysis of a Packed Bed for Rock Cavern Thermal Energy Storage (충전층을 이용한 암반공동 열에너지저장시스템의 열에너지 수지 분석)

  • Park, Jung-Wook;Ryu, Dongwoo;Park, Dohyun;Choi, Byung-Hee;Synn, Joong-Ho;Sunwoo, Choon
    • Tunnel and Underground Space
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    • v.23 no.3
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    • pp.241-259
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    • 2013
  • A packed bed thermal energy storage (TES) consisting of solid storage medium of rock or concrete through which the heat transfer fluid is circulated is considered as an attractive alternative for high temperature sensible heat storage, because of the economical viability and chemical stability of storage medium and the simplicity of operation. This study introduces the technologies of packed bed thermal energy storage, and presents a numerical model to analyze the thermal energy balance and the performance efficiency of the storage system. In this model, one dimensional transient heat transfer problem in the storage tank is solved using finite difference method, and temperature distribution in a storage tank and thermal energy loss from the tank wall can be calculated during the repeated thermal charging and discharging modes. In this study, a high temperature thermal energy storage connected with AA-CAES (advanced adiabatic compressed air energy storage) was modeled and analyzed for the temperature and the energy balance in the storage tank. Rock cavern type TES and above-ground type TES were both simulated and their results were compared in terms of the discharging efficiency and heat loss ratio.

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

  • Kang, Younkoo;Kim, Younghwa;Ryou, Youngsun;Kim, Jongkoo;Jang, Jaekyoung;Lee, Hyoungmo
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.05a
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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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Relation of Concrete Setting Characteristic and Lateral Pressure in Mass Concrete Wall (매스콘크리트 벽체에서 콘크리트 응결 특성과 측압과의 관계)

  • 박찬규;유재현;백승준;정재홍;진용만
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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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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Discussions on the Cause of Bucheon LPG Station Accident (부천 LPG 충전소 사고 원인에 대한 연구)

  • 윤재건
    • Journal of the Korean Society of Safety
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    • v.16 no.3
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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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A Study on the Control and Level Measurement for a Rainwater Tank (우수 저류조 수위측정 및 제어에 대한 연구)

  • Kim, Kee-Hwan
    • The Journal of the Convergence on Culture Technology
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    • v.2 no.4
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    • pp.55-59
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    • 2016
  • In this paper, we propose a system for monitoring and controlling the level of the rainwater tank by installing an underground storage tank as one of ways to increase the utilization rate to solve the water shortage and imbalance. For this purpose, a microprocessor of ATMEL's Atmega 128 is used for the control module, and the sensor capable of measuring the water level uses a float type level sensor which is a kind of tactile sensor. In particular, the level sensor outputs the output in a industry standard dimension, so that the compatibility is improved so as to replace the existing sensor.