• Title/Summary/Keyword: 유동가진 공동

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Amplitude Effect on the Resonance of Natural Convection inside a Square Cavity with a Vibrating Bottom Wall (사각 공동구의 하부 벽면 가진의 진폭 변화에 따른 자연 대류 유동의 공진 현상에 관한 연구)

  • Hur N.;Kim W.;Kim Y.;Kang B. H.
    • 한국전산유체공학회:학술대회논문집
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    • 2000.10a
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    • pp.66-71
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    • 2000
  • In the present study a numerical simulation is performed on a natural convection inside a square cavity with a vibrating bottom wall. The heat transfer coeffcients for various amplitudes of the bottom wall vibration were compared to the case without the bottom wall excitation. From the results, it is seen that the local temperature distribution in a cavity becomes more uniform as the amplitude of the bottom wall vibration is increased. Also, it was seen that the heat transfer coefficient increased on the heating wall as the applied amplitude increased.

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Experimental Study on the Characteristics of Turbulent Wall Pressure Fluctuation Over Compliant Coatings (유연재 코팅 평판의 난류 변동압력 특성에 관한 실험적 연구)

  • Park, Kyung-Hoon;Lee, Seung-Jae;Shin, Ku-Kyun
    • The Journal of the Acoustical Society of Korea
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    • v.26 no.6
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    • pp.293-300
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    • 2007
  • Turbulent boundary layer over an underwater vehicle is formed when it moves underwater and wall pressure fluctuation within the turbulent boundary layer generates flow-induced noise by exciting the elastic hull of the underwater vehicle. One of the methods to reduce this flow noise is to attach a compliant layer on the surface of the vehicle. In order to observe the possibility of noise reduction in the water when the compliant layer treatments are applied on the surface, three types of specimens those are a bare steel plate, a steel plate coated with neoprene and a steel plate with polyurethane coating material are tested at various flow speeds in a low noise cavitation tunnel. This paper presents the results of measurements and analysis of wall pressure fluctuations which is a main source of flow noise, within the turbulent boundary layer on three specimens. Its results could be shown that about 10dB reduction of wall fluctuation pressure at high frequencies was achieved due to the dissipation of turbulent energy by the compliant coating while it makes the turbulent boundary layer thicker and changes the behavior of turbulent flow in the layer.

New Terrorism and National Crisis Management (뉴테러리즘과 국가위기관리)

  • Kim, Boum-Joong;Cho, Ho-Dae
    • The Journal of the Korea Contents Association
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    • v.9 no.10
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    • pp.284-291
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    • 2009
  • Changes in the environment of the 21st century, national crisis, national security threats taempoga yimyeonseo type of fast, flexible and diverse, principal, resulting in a diagnosis of a threat far greater than in the past and deal with uncertainty in the features have done. That this study, the traditional concept of terrorism and to examine the characteristics of new terrorism, terrorism by analyzing the actual conditions of, any country to be a target of terrorism, and terrorism, people also can become the target of a real national crisis management in situations In contrast with the policy dimensions of terrorism is to the recommendations.

Experimental Study on Underwater Transient Noise Generated by Water-Entry Impact (입수 충격 수중 순간 소음에 대한 실험적 연구)

  • Jung, Youngcheol;Seong, Woojae;Lee, Keunhwa;Kim, Hyoungrok
    • The Journal of the Acoustical Society of Korea
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    • v.33 no.1
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    • pp.10-20
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    • 2014
  • To study the water-entry impact noise, on-board experiment using a small launcher firing various objects was performed in the Yellow Sea. As the launcher fires a cylindrical object from the ship vertically, generated noise is measured with a hydrophone on the starboard of Chung-hae, Marine surveyor. Three types of cylindrical objects, which have noses of flat-faced, conical, and hemisphere, were used during the experiment. The measured noise exhibits a time-dependency which can be divided into three phases: (1) initial impact phase, (2) open cavity flow phase, (3) cavity collapse and bubble oscillation phase. In most cases, the waveform of bubble oscillation phase is dominant rather than that of initial impact phase. Pinch-off time, where a cavity begins to collapse, occurs at 0.18 ~ 0.2 second and the average lasting time of bubble was 0.9 ~ 1.3 second. The energy of water-entry impact noise is focused in the frequency region lower than 100 Hz, and the generated noise is influenced by the nose shapes, object mass, and launching velocity. As a result, energy spectral density on the bubble frequency is higher in the order of flat-faced, conical, hemisphere nose, and the increase of initial energy raises the energy spectral density on the bubble frequency in the cylinder body of same shape. Finally, we compare the measurements with the simulated signals and spectrum based on the bubble explosion physics, and obtain satisfactory agreements between them.

Modelling of Fault Deformation Induced by Fluid Injection using Hydro-Mechanical Coupled 3D Particle Flow Code: DECOVALEX-2019 Task B (수리역학적연계 3차원 입자유동코드를 사용한 유체주입에 의한 단층변형 모델링: DECOVALEX-2019 Task B)

  • Yoon, Jeoung Seok;Zhou, Jian
    • Tunnel and Underground Space
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    • v.30 no.4
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    • pp.320-334
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    • 2020
  • This study presents an application of hydro-mechanical coupled Particle Flow Code 3D (PFC3D) to simulation of fluid injection induced fault slip experiment conducted in Mont Terri Switzerland as a part of a task in an international research project DECOVALEX-2019. We also aimed as identifying the current limitations of the modelling method and issues for further development. A fluid flow algorithm was developed and implemented in a 3D pore-pipe network model in a 3D bonded particle assembly using PFC3D v5, and was applied to Mont Terri Step 2 minor fault activation experiment. The simulated results showed that the injected fluid migrates through the permeable fault zone and induces fault deformation, demonstrating a full hydro-mechanical coupled behavior. The simulated results were, however, partially matching with the field measurement. The simulated pressure build-up at the monitoring location showed linear and progressive increase, whereas the field measurement showed an abrupt increase associated with the fault slip We conclude that such difference between the modelling and the field test is due to the structure of the fault in the model which was represented as a combination of damage zone and core fractures. The modelled fault is likely larger in size than the real fault in Mont Terri site. Therefore, the modelled fault allows several path ways of fluid flow from the injection location to the pressure monitoring location, leading to smooth pressure build-up at the monitoring location while the injection pressure increases, and an early start of pressure decay even before the injection pressure reaches the maximum. We also conclude that the clay filling in the real fault could have acted as a fluid barrier which may have resulted in formation of fluid over-pressurization locally in the fault. Unlike the pressure result, the simulated fault deformations were matching with the field measurements. A better way of modelling a heterogeneous clay-filled fault structure with a narrow zone should be studied further to improve the applicability of the modelling method to fluid injection induced fault activation.