• 제목/요약/키워드: tanks

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EXPLOSION HAZARDS IN TANKS OF HIGH FLASH POINT LIQUIDS

  • Zalosh, Robert
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 1997년도 International Symposium on Fire Science and Technology
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    • pp.203-210
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    • 1997
  • Reports of explosions in cargo and storage tanks of high flash point liquids such as residual fuel oil, asphalt, and oily waste water have shown that these explosions have occurred even when the liquid temperatures are well below the liquid nominal flash point. The reasons for these seemingly paradoxical explosions are reviewed and results of recent laboratory tests are presented to better define the conditions leading to flammable vapor atmospheres in these tanks. The potential effectiveness of various prevention measures are discussed including inerting, monitoring tank vapor concentrations, and periodic cleaning of condensation and deposits on the tank walls and roof.

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자연 정화작용 연구: I. 갯벌과 농지 상층수중 유 ${\cdot}$ 무기 원소의 거동에 관한 예비 연구 (Self-purification Mechanisms in Natural Environments of Korea: I. A Preliminary Study on the Behavior of Organic/Inorganic Elements in Tidal Flats and Rice Fields)

  • 최강원;조영길;최만식;이복자;현정호;강정원;정회수
    • 한국해양학회지:바다
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    • 제5권3호
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    • pp.195-207
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    • 2000
  • 우리나라 갯벌과 농지내 유 ${\cdot}$ 무기 원소의 거동을 이해하기 위해 제한된 환경의 실험실 수조에서 예비실험을 수행하였다. 총 6개의 아크릴 투명 수조에 갯벌 퇴적물 3종 SW1&2(anoxic, silty mud), SW3&4(anoxic, mud), SW5&6(suboxic, mud)과 농지 토양 3종 FW1&2(벼 포기 포함), FW3&4(벼 포기 제외), FW5&6(간척 농지,펴 포기 제외)을 채운 후 오염물질(구리, 비소, 카드뮴, 크롬, 납, 수은, Glucose+Glutamic acid)이 주입된 해수와 담수를 각각 SW 및 FW수조에 넣고, 2주일에 걸쳐 상층수 및 표층 퇴적물/토양을 채취 ${\cdot}$ 분석하였다. 분석 결과 FW와 SW상층수 중 질산염 이온의 농도는 각각 700${\sim}$800 ${\mu}$M, 2${\sim}$5 ${\mu}$M로 FW에서 현저히 높았고, 인산염 이온의 농도는 각각 3${\sim}$4 ${\mu}$M, 1${\sim}$2 ${\mu}$M(SW1 제외)로 FW에서 약간 높았다. 특이하게 SW1에서 인산염 이온은 시간이 지남에 따라 수 십 ${\mu}$M에 이르는 높은 농도로 증가하였다. 한편, 표층 퇴적물/토양 중 박테리아 세포 수는 FW1&3에서 평균 2.5${\times}$10$^9$cells/g dry sediment으로 SW의 평균 3.0${\times}$10$^8$cells/g dry sediment 보다 약 10배가 높았다. FW5 토양 중 박테리아 세포 수(3.5${\times}$10$^8$cells/g dry sediment)는 SW 퇴적물 중 숫자와 유사하였다. SW 퇴적물 중 MUF-Phosphate 활성도는 100-200 nM/ml/hr이지만 FW5&6을 제외한 FW 토양에서는 약 2,000 nM/ml/hr로 현저히 크게 나타났다. ${\beta}$-D-Cellobiose, ${\alpha}$-D-Glucose, 그리고 ${\beta}$-D-Glucos의 활성도 또한 FW 퇴적물에서 큰 값을 보였다. 그러나 FW5&6 토양 중 효소활성도는 SW 퇴적물에서의 값과 유사했다. 수조 상층수 중 Cu, Cd, As 농도는 모든 FW, SW수조에서 시간이 지남에 따라 일관성 있게 감소하였고, 제거속도는 Cu가 다른 원소에 비해 빨랐다. 제거속도는 FW 3개 수조 중 FW5&6에서 세 원소 모두 가장 느렸고, SW 3개 수조 중에서는 SW1&2에서 가장 빨랐다. SW와 FW간 제거속도 차이는 세 원소 모두 명확치 않았다 Cr은 FW에서 전반적으로 감소하는 경향을 보였지만 SW에서는 실험 초기에 감소하다 24시간 이후에는 증가 후 일정한 양상을 보였다. Pb은 FW에서 전반적으로 감소했지만 SW에서는 초기에 급격히 증가 후 다시 급격히 감소하는 양상을 보였다 Pb 또한 Cu, Cd, As와 마찬가지로 SW1&2에서 제거속도가 가장 빠르게 나타났다. FW 상층수 중 Hg는 시간에 따라 급격히 감소했고, 제거속도는 Fw5&6에서 가장 느렸다. 이러한 결과에 근거할 때 벼가 자라고 있고 이분해성 유기물이 풍부한 FW1&2, FW3&4 토양과 상층수에서는 유기물의 분해 활동이 활발하였지만, 벼가 경작되지 않는 FW5&6과 SW 에서는 유기물이 상대적으로 결핍되어 유기물의 분해활동이 적었을 것으로 판단된다. 한편, 수조에 인위적으로 유기물을 첨가한 경우 박테리아 세포수는 SW1에서 164시간 동안 4배 증가하였으나 SW3과 SW5에서는 각각 2.7배, 1.5배 그리고 FW1&3&5의 경우 각각 약 2배, 1.7배, 0.6배 정도만 증가하였다. Cu, Cd, As등 친 유기성 원소들의 시간에 따른 농도 감소 그리고 이들 원소(Hg 포함) 농도 감소 속도가 유기물이 적은 FW5&6에서 상대적으로 느리게 나타난 결과 등은 이들 금속들이 부유 입자 표면의 유기물과 결합 ${\cdot}$ 침적되어 퇴적물로 제거되었기 때문에 나타난 결과로 생각된다. 한편, SW1&2에서 이들 원소의 제거 속도가 빨랐고 인산염 이온의 농도가크게 증가했던 원인은 SW3&4에 비해 상대적으로 공극이 큰 퇴적물로 채워진 SW1&2 퇴적물의 공극수 중 황화수소, 인산염 이온 등이 퇴적물 상층수로 쉽게 확산 ${\cdot}$ 공급되었고, 그 결과 Cu, Cd, As 등 금속 이온이 황화수소 이온과 결합 ${\cdot}$ 제거된 까닭으로 생각된다. 종합적으로 수조 상층수중 유 ${\cdot}$ 무기 원소의 거동은 주로 입자 표면의 유기물과 퇴적물/토양에서 공급된 황화물에 의해 조절된 것으로 생각된다.

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Wind pressure and buckling of grouped steel tanks

  • Portela, Genock;Godoy, Luis A.
    • Wind and Structures
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    • 제10권1호
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    • pp.23-44
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    • 2007
  • Wind tunnel experiments on small scale groups of tanks are reported in the paper, with the aim of evaluating the pressure patterns due to group effects. A real tank configuration is studied in detail because one tank buckled during a hurricane category 3. Three configurations are studied in a wind tunnel, two with several tanks and different wind directions, and a third one with just one blocking tank. The pressures were measured in the cylindrical part and in the roof of the tank, in order to obtain pressure coefficients. Next, computational buckling analyses were carried out for the three configurations to evaluate the buckling pressure of the target structure. Finally, imperfection-sensitivity was investigated for one of the configurations, and moderate sensitivity was found, with reductions in the maximum load of the order of 25%. The results help to explain the buckling of the tank for the levels of wind experienced during the hurricane.

Flow and dispersion around storage tanks -A comparison between numerical and wind tunnel simulations

  • Fothergill, C.E.;Roberts, P.T.;Packwood, A.R.
    • Wind and Structures
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    • 제5권2_3_4호
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    • pp.89-100
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    • 2002
  • Accidental gaseous losses from industrial processes can pose considerable health and environmental risks but assessing their health, safety and environmental impact is problematic. Improved understanding and simulation of the dispersion of emissions in the vicinity of storage tanks is required. The present study aims to assess the capability of the turbulence closures and meshing alternatives in a commercially available CFD code for predicting dispersion in the vicinity of cubes and circular cylindrical storage tanks. The performance of the $k-{\varepsilon}$ and Reynolds Stress turbulence models and meshing alternatives for these cases are compared to experimental data. The CFD simulations are very good qualitatively and, in many cases, quantitatively. A mesh with prismatic elements is more accurate than a tetrahedral mesh. Overall the Reynolds stress model performs slightly better than the $k-{\varepsilon}$ model.

기초분리(基礎分離)된 액체저장(液體貯藏)탱크의 유사(類似) 동적실험(動的實驗) (Pseudo-Dynamic Tests on Base-Isolated Liquid Storage Tanks)

  • 김남식;이동근
    • 대한토목학회논문집
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    • 제13권4호
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    • pp.51-64
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    • 1993
  • 본 연구에서는 원통형 액체저장탱크(cylindrical liquid storage tank)를 대상으로 적층(積層)고무받침(LRB)방식의 기초분리장치(base isolator)를 사용하였을 때의 진동감소효과를 분석하기 위하여 지진하중에 대한 유사동적실험(Pseudo-dynamic test)을 수행하였다. 유사동적실험을 효과적으로 수행하기 위하여 구조분할기법(substructuring technique)을 도입하여 액체저장탱크를 수치적으로 모형화하였으며 효율적인 수치적분방법을 실험알고리즘에 적용하였다.

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수치해석에 의한 심수 탱크구조물의 진동에 관한 연구 (Numerical Analysis of Vibration Characteristics in Deep Water Tank)

  • 배성용
    • 한국소음진동공학회논문집
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    • 제13권10호
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    • pp.791-797
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    • 2003
  • A liquid storage rectangular tank structures are used In many fields of civil, mechanical and marine engineering. Especially, Ship structures have many tanks In contact with Inner or outer fluid, like ballast, fuel and cargo tanks. Fatigue damages are sometimes observed in these tanks which seem to be caused by resonance with exciting force of engine and propeller. Vibration characteristics of these thin walled tanks in contact with fluid near engine or propeller are strongly affected by added mass of containing fluid. Therefore it is essentially important to estimate the added mass effect to predict vibration of the tank structures. In the previous report, we have developed numerical tool of vibration analysis of 3-dimensional tank structure using finite elements for plates and boundary elements for fluid region. In the present report, using the numerical analysis, vibrations characteristics In deep water tank are investigated and discussed.

Seismic behavioral fragility curves of concrete cylindrical water tanks for sloshing, cracking, and wall bending

  • Yazdabad, Mohammad;Behnamfar, Farhad;Samani, Abdolreza K.
    • Earthquakes and Structures
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    • 제14권2호
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    • pp.95-102
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    • 2018
  • Seismic fragility curves of concrete cylindrical tanks are determined using the finite element method. Vulnerabilities including sloshing of contents, tensile cracking and compression failure of the tank wall due to bending are accounted for. Effects of wall flexibility, fixity at the base, and height-diameter ratio on the response are investigated. Tall, medium and squat tanks are considered. The dynamic analysis is implemented using the horizontal components of consistent earthquakes. The study shows that generally taller tanks are more vulnerable to all of the failure modes considered. Among the modes of failure, the bending capacity of wall was shown to be the critical design parameter.

수치해석에 의한 심수 탱크구조물의 진동에 관한 연구 (Numerical Analysis of Vibration Characteristics in Deep Water Tank)

  • 배성용;홍봉기;배동명
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 춘계학술대회논문집
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    • pp.1079-1084
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    • 2003
  • A liquid storage rectangular tank structures are used in many fields of civil, mechanical and marine engineering. Especially, Ship structures have many tanks in contact with inner or outer fluid, like ballast, fuel and cargo tanks. Fatigue damages are sometimes observed in these tanks which seem to be caused by resonance with exciting force of engine and propeller. Vibration characteristics of these thin walled tanks ill contact with fluid near engine or propeller are strongly affected by added mass of containing fluid. Therefore it is essentially important to estimate the added mass effect to predict vibration of the tank structures. In the previous report, we have developed numerical tool of vibration analysis of 3-dimensional tank structure using finite elements for plates and boundary elements for fluid region. In the present report, using the numerical analysis, vibrations characteristics in deep water tank are investigated and discussed.

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Dynamic response of empty steel tanks with dome roof under vertical base motion

  • Virella, Juan C.;Godoy, Luis A.
    • Steel and Composite Structures
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    • 제9권2호
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    • pp.119-130
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    • 2009
  • This paper reports results of the structural response of empty steel tanks under vertical ground motions. The tanks are modeled using a finite element discretization using shell elements, and the vertical motion is applied and analyzed using nonlinear dynamics. Several excitation frequencies are considered, with emphasis on those that may lead to resonance of the roof. The computational results illustrate that as the base motion frequency is tuned with the frequency of the first roof-mode of the tank, the system displays large-amplitude displacements. For frequencies away from such mode, small amplitude displacements are obtained. The effect of the height of the cylinder on the dynamic response of the tank to vertical ground motion has also been investigated. The vertical acceleration of the ground motion that induces significant changes in the stiffness of the tank was found to be almost constant regardless of the height of the cylinder.

Role of membrane forces in seismic design of reinforced concrete liquid storage structures

  • Schnobrich, W.C.
    • Structural Engineering and Mechanics
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    • 제10권6호
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    • pp.533-543
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    • 2000
  • To prevent major cracking and failure during earthquakes, it is important to design reinforced concrete liquid storage structures, such as water and fuel storage tanks, properly for the hydrodynamic pressure loads caused by seismic excitations. There is a discussion in recent Codes that most of the base shear applied to liquid containment structures is resisted by inplane membrane shear rather than by transverse flexural shear. The purpose of this paper is to underline the importance of the membrane force system in carrying the base shear produced by hydrodynamic pressures in both rectangular and cylindrical tank structures. Only rigid tanks constrained at the base are considered. Analysis is performed for both tall and broad tanks to compare their behavior under seismic excitation. Efforts are made to quantify the percentage of base shear carried by membrane action and the consequent procedures that must be followed for safe design of liquid containing storage structures.