• 제목/요약/키워드: 주입압력

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Material Characteristics and Field Tests of FRP Reinforcing Members (FRP 보강재의 역학적 특성 및 현장시험 결과분석)

  • 석정우;김장용;김명모
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.10b
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    • pp.31-42
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    • 2001
  • 다양한 방식으로 제작된 유리섬유 강화 플라스틱관(FRP pipe)의 인장 및 휨강도 시험 결과로부터 제작방식에 따른 FRP관의 강도 특성을 비교 검토하였다. 또한, 사면보강대책으로서 FRP 그라우팅 공법의 현장 적용성을 평가하기 위하여, FRP 그라우팅에 따른 지반강도의 증진효과 및 보강재의 인발저항력을 산정하였다. 이를 위하여, 지반의 상대밀도 및 구속압에 따른 보강재 인발저항력의 변화 및 압력주입에 의한 확공효과 평가를 위하여 실내모형실험이 이루어졌다. 또한, FRP 그라우팅이 시공된 현장에서 공내재하시험, 투수시험, 그리고 시추공전단시험 등을 실시하여 FRP 그라우팅에 의한 지반보강 효과 및 차수효과를 정량적으로 산정하였다.

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Breakdown Characteristics of I-Air with Temperature and Pressure Variation under AC (교류인가시 제조공기(I-Air)의 온도 및 압력 변화에 따른 절연파괴특성)

  • Kim, Do-Seok;Kim, Young-Su;Park, He-Rie;Park, Kwang-Seo;Kim, Jeong-Bea;Lee, Kwang-Sik
    • Proceedings of the KIEE Conference
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    • 2007.07a
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    • pp.1478-1479
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    • 2007
  • 본 연구는 교류전압 인가시 제조공기(I-Air)의 온도(T)의 변화($+10[^{\circ}C{\sim}-30[^{\circ}C]$)에 따른 절연특성을 구명하였다. 절연특성은 GIS모의 챔버 주입 압력(P)과 비례하는 특성을 보였으나 T가 저하되면서 그 절연특성이 감소하는 경향을 보이지 않고 오히려 증가하는 구간이 일부 존재 하였다. 그리고 챔버내 P의 크기가 클수록 T저하에 따른 P감소율이 더 커졌으며, 절연파괴전압($V_B$)감소폭은 8[atm]에서 가장 큰 변화를 보였으며 4, 6, 2기압 순으로 변화를 보였다.

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개선형 ISPM 의 성능 비교 연구

  • 차옥환;설용태;임효재
    • Proceedings of the Korean Society Of Semiconductor Equipment Technology
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    • 2003.05a
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    • pp.59-63
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    • 2003
  • 본 연구에서는 저압 상태인 반도체 제조장비의 입자오염을 측정하는데 많이 사용되고 있는 ISPM 의 성능 특성을 실험적 기법으로 조사하였다. 2 개의 공기역학적 렌즈를 사용하여 주입된 219.41 nm 크기의 PSL 실험 입자 빔을 생성시켰다 또한 기존에 보고된 실험조건에 따라 chamber 압력, 유입유량을 각각 1 torr와 32 sccm 으로 맞추었으며, 입자 농도를 두 가지로 변화시켜 실험하였다. 연구에 사용된 본 연구센터의 ISPM 장비는 250 nm 근처의 입자 크기에 대하여 비교적 정확한 특성을 나타냄을 알 수 있었다. 앞으로 본 실험에서는 사용된 ISPM 장비의 측정 환경에 맞는 렌즈 수, 렌즈 간격 , 적정 압력, 적정 입자 크기 등 조건들을 결정하여 실제 반도체 제조장비 공정 chamber 에 직접 부착하여 반도체 공정에 활용할 계획이다.

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An Optimal Design of Gas Lift in Offshore Oil Reservoirs Considering Oil and Injected Gas Composition (해저 오일 저류층 내 오일 및 주입가스 조성에 따른 가스리프트 공법의 최적 설계)

  • Kim, Young-Min;Shin, Chang-Hoon;Lee, Jeong-Hwan
    • Journal of the Korean Institute of Gas
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    • v.22 no.4
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    • pp.39-48
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    • 2018
  • This study presents optimal design of gas lift considering composition of reservoir oil and injected gas which can affect gas lift performance in offshore oil reservoir. Reservoir simulation was conducted by using reservoir models which were built in accordance with API gravity of oil. The results of simulation reveal that oil production rate is considerably increased by gas lift when the reservoir productivity decrease. As a results of response curve analysis for gas lift using well models, gas injection rate to improve the production rate increases as the API gravity of oil decreases and the specific gravity of injected gas increases. The optimal design of gas lift was carried out using multiple lift valves. Consequently, gas lift can be operated at relatively low injection pressure because of decrease in injection depth in comparison to the single lift valve design. The improved oil production rates were analyzed by coupling between reservoir model and well model. As a results of the coupling, it is expected that natural gas injection in the heavy oil reservoir is the most efficient method for improving oil production by gas lift.

A Study on Hybrid Grout Material for Reservoir Embankment reinforcement (저수지 제방 보수보강을 위한 하이브리드형 그라우트재 연구)

  • Park, Sung-Yong;Shim, Houng-Gen;Kang, Hee-Jin;Lim, One-Bin;Sami, Ghazali-Flimban;Kim, Yong-Seong
    • Journal of the Korean Geosynthetics Society
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    • v.16 no.3
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    • pp.21-30
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    • 2017
  • Cement grouting method is generally applied for the purpose of reinforcement of deteriorated reservior. Problems have been raised due to the limit of the injection material. In order to solve these problems, various grout materials have been developed. However, there are many cases in which the grounds are disturbed in actual field. In this study, the physical properties of hybrid grout with high fineness and high viscosity characteristics were analyzed to enable penetration into the ground. Optimum inflation agent was selected and mixed with the grout. The pressure and compaction effect on expansion was examined and its effectiveness was verified. From the result of confirming expansion ratio, uniaxial compressive strength, expansion pressure and compaction effect, the HI-E (2%) sample was analyzed to be excellent in improvement effect by the inflation agent. Hence, hybrid grout can be effectively applied for the impermeable and reinforcement method of deterioration reservoir and tide embankment.

Analysis of the Maximum Pressure Difference of PSI(pound per square inch) depending on the Size of the Y-shape Connecting Tube of the Automatic Contrast Medium Injector (CT 검사 시 조영제 자동주입기 Y자 연결관의 크기에 따른 PSI(pound per square inch)의 차이 분석)

  • Kim, Hyeon-jin;Im, In-chul
    • Journal of the Korean Society of Radiology
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    • v.11 no.4
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    • pp.247-252
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    • 2017
  • Radiologists who experience extravasation of the contrast medium even once suffer mentally during testing due to the fear of its reoccurrence. Establishing a plan for preventing it beforehand is necessary above all because patients experience severe physical and mental pain and become distrusting of medical staff and treatment. Therefore, the present study attempts to prevent extravasation, which is the result of damage from pressure applied to the patient's blood vessels, by lowering PSI, and conducted a comparative analysis of PSI changes during contrast medium injection depending on the diameter of the Y-shape connecting tube which connects the automatic injector and the intravenous injection of the patient. In the case of product A in which the diameter of the Y-shape connecting tube is about 2mm, the average PSI for all ages was 98.5 and standard deviation was 9.72. In the case of product B in which the diameter of the Y-shape connecting tube is about 3mm, the average PSI for all ages was 62.0 and standard deviation was 8.59. Product B with its wider diameter decreased in average pressure by 37.05% when compared to product A, and when product B is used with the p-value at 0.00, pressure decreased even more, achieving statistically significant results.

Reservoir Modeling for Carbon Dioxide Sequestration and Enhanced Oil Recovery (이산화탄소 지중저장과 원유 회수증진 공정을 위한 저류층 모델링)

  • Kim, Seung-Hyok;Lee, Jong-Min;Yoon, En-Sup
    • Journal of the Korean Institute of Gas
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    • v.16 no.3
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    • pp.35-41
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    • 2012
  • Manifold researches for carbon capture and storage (CCS) have been developed and large scale-carbon capture system can be performed recently. Hence, the technologies for $CO_2$ sequestration or storage become necessary to handle the captured $CO_2$. Among them, enhanced oil recovery using $CO_2$ can be a solution since it guarantees both oil recovery and $CO_2$ sequestration. In this study, the miscible flow of oil and $CO_2$ in porous media is modeled to analyze the effect of enhanced oil recovery and $CO_2$ sequestration. Based on Darcy-Muskat law, the equation is modified to consider miscibility of oil and $CO_2$ and the change of viscosity. Finite volume method is used for numerical modeling. As results, the pressure and oil saturation changes with time can be predicted when oil, water, and $CO_2$ are injected, respectively, and $CO_2$ injection is more efficient than water injection for oil recovery.

A Study on Air Permeability and Radius of Influence During SVE/Bioventing (SVE/Bioventing시 토양의 투기계수 및 영향반경에 관한 연구)

  • 이철효;장원용;전연호;이진용;이강근
    • Journal of the Korean Society of Groundwater Environment
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    • v.7 no.1
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    • pp.24-31
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    • 2000
  • Soil air permeability and influence of radius in air injection/extraction tests were estimated. These are important factors in the determination of optimal design for SVE or bioventing system. For evaluation of the effects of air leakage from the ground surface on those factors, Theis (1935) and Hantush (1960) methods were used in the data analysis. The air permeability of the studied area was in the range of 1.64$\times$$10^{-7}$~5.66$\times$$10^{-6}$ $\textrm{cm}^2$, and this result would be used for the design of SVE or bioventing system.

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Measurement of Liquid Entry Pressure of PE and PVDF Hollow Fiber Membranes in Membrane Distillation Process (막증류 공정에서 PE 및 PVDF 중공사막의 액체투과압력 측정에 관한 연구)

  • Min, Ji Hee;Park, Min Soo;Kim, Jinho
    • Membrane Journal
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    • v.25 no.3
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    • pp.216-222
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    • 2015
  • The method measuring LEP (liquid entry pressure) was optimized to evaluate the wettabilities of hydrophobic membranes which might affect long-term durability of membrane in MD (membrane distillation) process. Conductivity of the permeate was monitored to measure the LEPs of PE (polyethylene) and PVDF (polyvinylidene di-fluoride) hollow fiber membranes from highly concentrated synthetic feed water of 20 wt% NaCl. Holding time over 5 min and the ratio of membrane area to the tank volume more than $10m^2/m^3$ were required to ensure LEP value.

A Numerical Study on Hydraulic Behavior in a Fractured Rock Medium with Hydromechanical Interaction (수리역학적 상호작용을 고려한 균열암반매질에서의 수리학적 거동에 대한 수치적 연구)

  • Jeong, Woochang;Park, Youngjin
    • Journal of the Korean GEO-environmental Society
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    • v.10 no.2
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    • pp.61-68
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    • 2009
  • This paper presents the numerical investigation for the hydraulic behavior of a fractured rock mass with a hydromechanical interaction which may be considered during the in-situ hydraulic injection test. These experiments consist in a series of flow meter injection tests for fractures existing along an open hole section installed in a borehole, and experimental results are applied for testing a numerical model developed to the analysis and prediction of such hydromechanical interactions. Field experimental results show that conductive fractures form a dynamic and interdependent network, that individual fractures cannot be adequately modeled as independent systems, that new fluid intaking zones generate when pore pressure exceeds the minimum principal stress magnitude in that borehole, and that pore pressures much larger than this minimum stress can be further supported by the circulated fractures. In this study, these characteristics are investigated numerically how to influence the morphology of the natural fracture network in a rock mass by using a discrete fracture ntework model.

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