• 제목/요약/키워드: TANK

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누출사고 방지를 위한 위험물 탱크의 기초 안정성 분석 (Stability Analysis of the Foundation of Hazardous Material Storage Tank for Preventing Leakage Accidents)

  • 임종진;구재현
    • 한국화재소방학회논문지
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    • 제34권4호
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    • pp.96-100
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    • 2020
  • 산업단지내 위험물 저장탱크 기초의 결함으로 인한 위험물질의 유출사고는 인근 지역의 대형 인명사고 및 대형화재를 일으킬 수 있으므로 기초의 설계 및 시공단계에서 세심한 주의를 기울여야 한다. 본 연구에서는 기존 위험물탱크 단지가 건설된 대표지반을 선정하여 3차원 모델링에 의한 유한요소 수치해석을 수행하였으며, 위험물 저장탱크 기초의 안정성 평가를 위하여, 대표적인 탱크 기초 유형을 4종류로 분류하고 각 유형에 대한 해석을 수행하였다. 결과적으로, 탱크기초의 응력 및 침하량 크기와 분포 특성은 링월기초의 경우 옆판 직하부분이 탱크 중심부에 비해 40배 이상의 응력이 집중되는 경향을 보였으며, 침하영향범위는 수평방향으로 탱크 반경만큼, 수직방향으로 탱크 직경만큼으로 나타났다. 본 분석결과를 활용하여 각 기초 유형별로 위험물 저장탱크의 설계 및 품질관리 가이드라인을 제시하였다.

레벨게이지용 컬럼을 설치한 LPG 미니탱크의 강도안전성에 관한 해석적 연구 (Analytical Study on Strength Safety of LPG Mini Tank with Column for Level Gauge)

  • 김청균
    • 한국가스학회지
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    • 제23권3호
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    • pp.46-50
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    • 2019
  • 본 연구에서는 250kg 정도의 저장용량을 갖는 LPG 미니탱크에 대한 강도안전성을 FEM으로 해석하였다. FEM 해석결과에 의하면, 250kg의 저장용량을 갖는 LPG 미니탱크의 코너 반경은 175~205mm로 설계하는 것이 바람직한 것으로 나타났다. 일반적으로 가스저장탱크의 상하단부를 형성하는 경판의 코너 반경을 크게 설계할수록 강도 안전성은 높아지지만, 탱크의 내용적이 줄어들기 때문에 최적의 설계 데이터를 도출하는 것이 중요하다. 또한, 가스탱크의 강도를 안전하게 설계하기 위해 탱크의 두께를 두껍게 설계하려고 하지만, 두꺼운 강판을 사용하면 소재비와 운반비가 상승하므로 강판의 최적두께를 4.5~5.5mm에서 선정하는 것이 바람직하다. LPG 가스탱크의 액위를 측정하기 위해 사용하는 레벨게이지를 탱크의 측벽면에 구멍을 뚫어서 조립하는 기존의 방식보다 가스탱크의 중심축에 컬럼을 설치하는 레벨게이지 타입을 일체형으로 설계하는 것이 2배의 강도안전성을 높여주는 효과가 있다.

유동화물의 유효자유표면에 관한 연구 (A Study on the Effective Free Surface of Fluid Cargo)

  • 허일;왕지석
    • 한국항해학회지
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    • 제11권2호
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    • pp.73-88
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    • 1987
  • It is well known that the height of tank metacenter above the centroid of fluid in a tank is given by i/v where I is the inertia moment of free surface and v is the fluid volume. It is supposed in this formula that the inclination of ship is small and that the free surface of fluid do not touch the top and the bottom of tank. It the inclination of ship is large, the height of tank metacenter may be possibly greater than that given by i/v. The height of tank metacenter is smaller than i/v when the free surface of fluid touch the top or the bottom of tank. The reasonable method to calculate the height of tank metacenter is presented in this paper and prepared in FORTRAN program by FUNCTION EFFRES. The approximate formula was also developed and given by $g_m=(1+\frac{2}{1}tan^2\theta)[1-EXP\{-12(\frac{\alpha(1-\alpha)k}{tan\theta})^{1.25}\}]\frac{i}{v}$ where $g_m$ is the distance from the centroid of fluid to the tank metacenter, $\theta$ is inclined angle of ship, $\alpha$ is the ratio of filled volume to tank capacity and k is the ratio of the depth to the width of tank. The values calculated by the approximate formula given in this paper were compared with the exact values from the computer program and proved out to be sufficiently precise for practical use.

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태양열 난방 일체형 복합시스템의 축열조 효율개선에 관한 연구 (The Study on Efficiency Improvement of Thermal Storage Tank for Solar Combined Heating System)

  • 류남진;고광수;한유리;박윤철
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2006년도 추계학술대회
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    • pp.188-192
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    • 2006
  • This study is conducted to improve efficiency of thermal storage tank. The thermal storage tank was designed to store heat energy that obtained from solar or the others heat sources. However, it has difficulties in storing heat with uniform temperature through the entire tank with respect to vertical direction. This kind of maldistribution of the supplied heat to the storage tank effects on the system performance. In this study is focused on utilization of the thermal stratification to improve thermal comfort for people in the house. To enhance temperature stratification of the tank, a distributor was designed and Installed in the middle of the tank. The distributor is supplies hottest water to the top side of the tank which is very close to inlet of the supply line to the heating load. The hottest water that is accumulated on top side of the tank is firstly supplied to the load with higher temperature. Reminder water takes a little time to warming up until desired supply temperature reached. This kind alternating selection of the supply temperature is improve thermal comfort with moderated system performance.

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정화조의 효율적인 운영을 위한 실험적 고찰 (An Experimental Investigation for Efficient Operation of Septic Tank)

  • 이장훈;이경수;고수훈;송민희;이수현;이용훈;강선홍
    • 상하수도학회지
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    • 제26권1호
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    • pp.123-129
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    • 2012
  • A septic tank is a purification treatment system where night soil and other waste matter is converted into harmless material by the activities of bacteria. Effluent from the septic tank flows into the sewer pipe, and then this effluent affects the quality of water environment and makes foul smell. In this study, through the proper maintenance of septic tank it was tried to minimize the impact of sewer pipe on water quality and fouling smell. BOD removal rate from the septic tank's effluent which exceeded legal cleaning period was investigated for the proper maintenance. BOD Removal rate of the twelve septic tank's effluent is -62.5% to 43.9%. According to the result of BOD removal rate, septic tank cleaning should be done at least once a year. And the pathogenic coliform bacillus in the twelve septic tank's effluent is average 768,000 (MPN/$100m{\ell}$). The chlorine disinfection is needed to remove the pathogenic coliform bacillus in septic tank effluent.

하천유역의 유사량의 비교연구 (Comparison of Sediment Yield by IUSG and Tank Model in River Basin)

  • 이영화
    • 한국환경과학회지
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    • 제18권1호
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    • pp.1-7
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    • 2009
  • In this study a sediment yield is compared by IUSG, IUSG with Kalman filter, tank model and tank model with Kalman filter separately. The IUSG is the distribution of sediment from an instantaneous burst of rainfall producing one unit of runoff. The IUSG, defined as a product of the sediment concentration distribution (SCD) and the instantaneous unit hydrograph (IUH), is known to depend on the characteristics of the effective rainfall. In the IUSG with Kalman filter, the state vector of the watershed sediment yield system is constituted by the IUSG. The initial values of the state vector are assumed as the average of the IUSG values and the initial sediment yield estimated from the average IUSG. A tank model consisting of three tanks was developed for prediction of sediment yield. The sediment yield of each tank was computed by multiplying the total sediment yield by the sediment yield coefficients; the yield was obtained by the product of the runoff of each tank and the sediment concentration in the tank. A tank model with Kalman filter is developed for prediction of sediment yield. The state vector of the system model represents the parameters of the tank model. The initial values of the state vector were estimated by trial and error.

An Experimental Study on the Temperature Distribution in IRWST

  • Kim, Sang-Nyung
    • Journal of Mechanical Science and Technology
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    • 제18권5호
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    • pp.820-829
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    • 2004
  • The In-Containment Refueling Water Storage Tank (IRWST), one of the design improvements applied to the APR -1400, has a function to condense the high enthalpy fluid discharged from the Reactor Coolant System (RCS). The condensation of discharged fluid by the tank water drives the tank temperature high and causes oscillatory condensation. Also if the tank cooling water temperature approaches the saturated state, the steam bubble may escape from the water uncondensed. These oscillatory condensation and bubble escape would burden the undue load to the tank structure, pressurize the tank, and degrade its intended function. For these reasons simple analytical modeling and experimental works were performed in order to predict exact tank temperature distribution and to find the effective cooling method to keep the tank temperature below the bubble escape limit (93.3$^{\circ}C$), which was experimentally proven by other researchers. Both the analytical model and experimental results show that the temperature distributions are horizontally stratified. Particularly, the hot liquid produced by the condensation around the sparger holes goes up straight like a thermal plume. Also, the momentum of the discharged fluid is not so strong to interrupt this horizontal thermal stratification significantly. Therefore the layout and shape of sparger is not so important as long as the location of the sparger hole is sufficiently close to the bottom of the tank. Finally, for the effective tank cooling it is recommended that the locations of the discharge and intake lines of the cooling system be cautiously selected considering the temperature distribution, the water level change, and the cooling effectiveness.

LNG 연료 추진선의 연료 탱크로서 탱크컨테이너의 적용성 연구 및 구조설계 (A Study and Design on Tank Container for Fuel Tank of LNG Fueled Ship)

  • 김태우;서용석;장기복;전민성;이강대;차경호
    • 대한조선학회논문집
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    • 제49권6호
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    • pp.504-511
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    • 2012
  • The objective of this study is to investigate tank container to be used as fuel tank for LNG fueled ship. Feasibility of tank container to the fuel tank of LNG fueled ship is addressed and the advantage of tank container as fuel tank of ship is investigated. Conceptual configuration of the tank container is designed as well as structural analyses based on finite element method are carried out to meet the design regulation suggested by shipping register. Static loading is considered by structural analysis and impact test is performed. It is necessary to require SRS(shock response spectrum) in order to investigate structural safety which can meet.

Seismic response analysis of an unanchored vertical vaulted-type tank

  • Zhang, Rulin;Cheng, Xudong;Guan, Youhai;Tarasenko, Alexander A.
    • Earthquakes and Structures
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    • 제13권1호
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    • pp.67-77
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    • 2017
  • Oil storage tanks are vital life-line structures, suffered significant damages during past earthquakes. In this study, a numerical model for an unanchored vertical vaulted-type tank was established by ANSYS software, including the tank-liquid coupling, nonlinear uplift and slip effect between the tank bottom and foundation. Four actual earthquakes recorded at different soil sites were selected as input to study the dynamic characteristics of the tank by nonlinear time-history dynamic analysis, including the elephant-foot buckling, the liquid sloshing, the uplift and slip at the bottom. The results demonstrate that, obvious elephant-foot deformation and buckling failure occurred near the bottom of the tank wall under the seismic input of Class-I and Class-IV sites. The local buckling failure appeared at the location close to the elephant-foot because the axial compressive stress exceeded the allowable critical stress. Under the seismic input of Class-IV site, significant nonlinear uplift and slip occurred at the tank bottom. Large amplitude vertical sloshing with a long period occurred on the free surface of the liquid under the seismic wave record at Class-III site. The seismic properties of the storage tank were affected by site class and should be considered in the seismic design of large tanks. Effective measures should be taken to reduce the seismic response of storage tanks, and ensure the safety of tanks.