• Title/Summary/Keyword: reduced pressure

Search Result 2,698, Processing Time 0.036 seconds

A Study on the Cavitation in a Journal Bearing with Pressurized Lubricant Supply. (가압급유상태의 저어널베어링에서의 유막파단에 관한 연구)

  • Kim, Kyung-Woong;Moon, Woo-Sik
    • Tribology and Lubricants
    • /
    • v.2 no.2
    • /
    • pp.44-51
    • /
    • 1986
  • An experimental investigation is carried out to Study the cavitation in a journal bearing with pressurized lubricant supply. Visual observations are performed at various shaft speeds and supply pressure levels. Oil film pressure is measured at various shaft speeds under the submerged condition. Results from visual observations show that the extent of cavitation is reduced as supply pressure increases. The film pressure measurements indicate the occurrence of a negative pressure loop upstream of the cavitation region and a constant cavitation Pressure through the cavitation region.

A Study on Consolidation Characteristics at Sand Pile Adjacent Ground by Cavity Expansion Theory (공동확장이론에 의한 Sand Pile 주변지반에서의 압밀특성에 관한 연구)

  • 천병식;여유현
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2000.03b
    • /
    • pp.231-238
    • /
    • 2000
  • Sand piling method is one of the most widely used methods to improve soft soils. There are several methods to install sand piles, but driven pile method is considered as one of the easiest method. This method simply pushes down the sand piles into soft soils, so that the excess pore pressure would be generated if the soil is saturated. This pore pressure acts as consolidation load. If the amount of sand pile induced pore pressure can be predicted in reasonable ways, the effects of sand piling to improve soft soils would be predicted, and the height of preload can be reduced. In this article, sand pile induced excess pressure was predicted by cavity expansion theory, and the predicted values were compared with the field measured values. The results showed fair agreements between the measured and the predicted excess pore pressure.

  • PDF

BEHAVIOR OF LIQUID LPG SPRAY INJECTING FROM A SINGLE HOLE NOZZLE

  • PARK K.
    • International Journal of Automotive Technology
    • /
    • v.6 no.3
    • /
    • pp.215-219
    • /
    • 2005
  • Liquefied petroleum gas (LPG) has been used as motor fuel due to its low emissions and low cost. A liquid direct injection system into a cylinder was suggested as a next generation system to maximize a fuel economy as well as a power. This study addresses the analysis of the LPG spray injecting from single hole injector. Two different test conditions are given, which are a fully developed spray case with various injection pressures and a developing spray case with ambient pressure variation. The LPG spray photographs are compared with the sprays of gasoline and diesel fuel at the same conditions, and the spray angles and penetration lengths are also compared, and then the spray behavior is analyzed. The LPG spray photos show that the dispersion characteristic depends very sensitively on the ambient pressure soon after injection. The spray angle is very wide in a low ambient pressure condition until the saturated pressure, but the angle is quickly reduced at the condition over the pressure. However, the down stream of the LPG spray shows much wider dispersion and less penetration than those of gasoline and diesel sprays regardless ambient pressure condition.

Experimental Study on the application of reinforced retaining walls to the railroad (보강토 옹벽의 철도 구조물 적용에 관한 실험적 연구)

  • Kim Yong-Jun;Kim Jun-Young;Kim Kyung-Taek;Yeom Hyeong-Jin
    • Proceedings of the KSR Conference
    • /
    • 2004.06a
    • /
    • pp.1020-1025
    • /
    • 2004
  • This research reviews the characteristics of earth pressure incurred by GRS-RW mainly used in the railroad design in order to resist large lateral load caused by train and additional load induced by facilities such as noise barrier fences, electric poles, etc. The results of test shows the existence of arching effect that horizontal earth pressure increases in the backfill while earth pressure applying to the wall reduced under GRS-RW system. In both cases, unreinforced wall and GRS-RW system, the coefficient of earth pressure (K) is about 0.4 at the rest. However, after lateral displacement occurs, the earth pressure nearly reduce down to zero under GRS-RW system while the earth pressure decreases up to 0.12 in case of unreinforced retaining wall.

  • PDF

Retaining Wall System Using the Compressible Inclusion Function of EPS (EPS의 압축성을 이용한 콘크리트 옹벽 시스템 연구)

  • 김진만;김호비;조삼덕;주태성;최봉혁
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2001.03a
    • /
    • pp.411-418
    • /
    • 2001
  • The last 30 years have been significant worldwide growth in the use of EPS as a lightweight fill material. This paper analyzes the compressible inclusion function of EPS which can results in reduction of static earth pressure by accomodating the movement of retained soil. A series of model tests was conducted to evaluate the reduction of static earth pressure using EPS inclusion and determine the optimum stiffness of EPS, Also, field test was conducted to evaluate the reduction of static earth pressure using EPS inclusion. Based on field test it is found that the magnitude of static earth pressure was reduced about 20% compared with theoretical active earth pressure.

  • PDF

Numerical Evaluation of Flow and Performance of Turbo Pump Inducers

  • Shim, Chang-Yeul;Kang, Shin-Hyoung
    • Journal of Mechanical Science and Technology
    • /
    • v.18 no.3
    • /
    • pp.481-490
    • /
    • 2004
  • Steady state flow calculations are executed for turbo-pump inducers of modern design to validate the performance of Tascflow code. Hydrodynamic performance of inducers is evaluated and structure of the passage flow and leading edge recirculation are also investigated. Calculated results show good coincidence with experimental data of static pressure performance and velocity profiles over the leading edge. Upstream recirculation, tip leakage and vortex flow at the blade tip and near leading edge are main sources of pressure loss. Amount of pressure loss from the upstream to the leading edge corresponds to that of whole pressure loss through the blade passage. The viscous loss is considerably large due to the strong secondary flow. There appears more stronger leading edge recirculation for the backswept inducer, and this increases the pressure loss. However, blade loading near the leading edge is considerably reduced and cavitation inception delayed.

A Study on Pressure Vessel using Cold Stretch Method (냉연신 공법을 이용한 압력용기의 제조에 관한 연구)

  • Han, Kyu-Taek
    • Journal of the Korean Society of Manufacturing Process Engineers
    • /
    • v.17 no.1
    • /
    • pp.153-160
    • /
    • 2018
  • A pressure vessel consists of an inner tank and the outer tank; the material of the inner tank is austenite stainless steel, and the outer tank is general carbon steel. As the storage amount increase, the size of the inner tank for LNG also increases, which eventually increases the weight of the LNG storage tank. The Cold Stretch method can transport and store the LNG in a larger amount than the conventional pressure container, and the weight of the pressure vessel can also be reduced at 50 70% due to the reduction of the thickness, which is excellent from an economic and energy consumption perspective. Although the Cold Stretch method has these advantages, the domestic situation has not developed any related legislation. In this study, the actual production of pressure vessels using the Cold Stretch method will be processed and the volume expansion after the Cold Stretch will be checked and compared with the mechanical properties.

Numerical Study of effects on micro-pressure wave reduction by a hood on a narrow tunnel (후드를 이용한 협소 터널 미기압파 감소 효과에 대한 수치적 연구)

  • Yun Su-Hwan;Kim Byung-Yeol;Ku Yo-Cheon;Lee Dong-ho;Kwon Hyeok-Bin;Ko Tae-hwan
    • Proceedings of the KSR Conference
    • /
    • 2005.11a
    • /
    • pp.872-877
    • /
    • 2005
  • The train entry into a tunnel generates a strong compression wave in the tunnel. The high amplitude of compression wave causes high pressure gradients that are responsible for both the aural discomfort of passengers and the impulsive acoustical wave called the miro-pressure wave. This paper provides a numerical study on effects of hood for micro'-'pressure wave reduction. An axisymmetric numerical solver, considering the cross sectional area of Korean Tilting Train eXpress, is used for a transient flow field in the tunnel. Results show that the micro-pressure wave is able to be reduced by a hood. In this results, the maximum reduction of micro--pressure wave is shown at 2L(length), 1.35D(diameter) hood around $56\%$ against the non-hood case.

  • PDF

Numerical Study of Reduction of Pressure variation and Micro-Pressure Wave for high-speed train in narrow tunnel (협소터널 고속 주행시 압력변동 및 미기압파 저감을 위한 수치해석적 연구)

  • Lee, Jung-Uk;Yun, Su-Hwan;Kwak, Min-Ho;Lee, Dong-Ho;Kwon, Hyeok-Bin;Ko, Tae-Hwan
    • Proceedings of the KSR Conference
    • /
    • 2011.05a
    • /
    • pp.70-77
    • /
    • 2011
  • When a train passes a conventional tunnel at high speed, an environmental noise issue arises by pressure variation and micro-pressure waves at the exit of the tunnel. It is known that this issue can be reduced by using dummy tunnel duct on the tunnel entrance. We studied the variances of micro-pressure waves at the exit of tunnel and pressure variation within the tunnel, by altering surface area and length of the dummy tunnel duct. For analyze this train-tunnel relation problem, axi-simmetric steady compressible flow solver was used. Changing the length of the dummy tunnel duct can adjust pressure variation, changing the surface area of the dummy tunnel duct can adjust volume and pressure variation of the micro-pressure wave. Thus, optimized surface area and length of the dummy tunnel duct can simultaneously reduce environmental noise pollution by micro-pressure wave and issues by the pressure variation.

  • PDF

The Study on Pressure Oscillation and Heat Transfer Characteristics of Oscillating Capillary Tube Heat Pipe

  • Kim, Jong-Soo;Bui, Ngoc-Hung;Jung, Hyun-Seok;Lee, Wook-Hyun
    • Journal of Mechanical Science and Technology
    • /
    • v.17 no.10
    • /
    • pp.1533-1542
    • /
    • 2003
  • In the present study, the characteristics of pressure oscillation and heat transfer performance in an oscillating capillary tube heat pipe were experimentally investigated with respect to the heat flux, the charging ratio of working fluid, and the inclination angle to the horizontal orientation. The experimental results showed that the frequency of pressure oscillation was between 0.1 Hz and 1.5 Hz at the charging ratio of 40 vol.%. The saturation pressure of working fluid in the oscillating capillary tube heat pipe increased as the heat flux was increased. Also, as the charging ratio of working fluid was increased, the amplitude of pressure oscillation increased. When the pressure waves were symmetric sinusoidal waves at the charging ratios of 40 vol.% and 60 vol.%, the heat transfer performance was improved. At the charging ratios of 20 vol.% and 80 vol.%, the waveforms of pressure oscillation were more complicated, and the heat transfer performance reduced. At the charging ratio of 40. vol.%, the heat transfer performance of the OCHP was at the best when the inclination angle was 90$^{\circ}$ the pressure wave was a sinusoidal waveform, the pressure difference was at the least, the oscillation amplitude was at the least, and the frequency of pressure oscillation was the highest.