• Title/Summary/Keyword: Tunnel cavity

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Flow patterns and related vibrations around an inclined U-profile

  • Johannes Strecha;Stanislav Pospisil;Herbert Steinruck
    • Wind and Structures
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    • v.39 no.1
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    • pp.31-45
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    • 2024
  • This paper examines the flow characteristics around an inclined prism with a U-shaped cross-section ("U-profile") and investigates the connection between the flow and flow-induced vibrations. The study employs a combined approach that involves wind tunnel experiments and computational fluid dynamics (CFD) using an unsteady Reynolds-averaged Navier-Stokes (RANS) turbulence model. Distinct vortex formation patterns are observed in the flow field surrounding the stationary inclined profile. When the cavity of the profile faces away from the incoming flow, large vortices develop behind the profile. Conversely, when the cavity is oriented towards the oncoming flow, these vortices form within the cavity. Notably, due to the slow movement of these large vortices through the cavity, the frequency at which vortices are shed in the negative inclination case is lower compared to the positive inclination, where they form in the wake. Wind tunnel experiments reveal an intermittent transition between the two vortex formation patterns at zero inclination. Large vortices sporadically emerge both in the cavity and behind the profile. The simulation results demonstrate that when these large vortices occur at a frequency close to the structure's natural frequency, they induce prominent pitch vibrations. This phenomenon is also sought after and presented in coupled vibration experiments. Additionally, the simulations indicate that when the natural frequency of the structure is considerably lower than the vortex shedding frequency, this type of vibration can be observed.

Model Study for Underground Cavity Detection Using S-wave (S파를 이용한 지하공동 탐사의 모형 연구)

  • 서백수
    • Tunnel and Underground Space
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    • v.3 no.2
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    • pp.109-117
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    • 1993
  • The existence and exact location of cavity is very important for the stability of the large underground storage house or building. Numerical method such as finite element method and finite diference methods are widely used because of model's complexity. Preliminary tests such as calculation step test, mesh size test and model size test were tried. Upper shadow zone and lower shadow zone can be calculated from 50% amplitude level of measuring data. From these statistical methods, the calculatied position of cavity coincided nearly with actual position of model testing cavity.

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A Study of Seismic Wave Propagation for Tunnel Exploration (터널 탐사를 위한 탄성파 전파 양상에 관한 연구)

  • Suh, Baek-Soo;Oh, Seok-Hoon;Sohn, Kwon-Ik
    • Journal of the Korean earth science society
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    • v.27 no.5
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    • pp.539-547
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    • 2006
  • The activity of the seismic wave propagation around the cavity is investigated for the exact inversion of the crosshole tomography data, in order to understand the possibility of the existence inside the underground cavity. It is found that the adequate frequency range for the tunnel investigation is about 2 kHz to 5 kHz, and the grid space should be set up to 1/10 of the wavelength. The propagation of the seismic wave near the cavity may go through or detour the cavity according to the seismic velocity inside the cavity. The detouring wave propagates with the seismic velocity of mother rock in spite of the velocity of inside of the cavity. The smaller the velocity difference is between the mother rock and cavity, the more frequent penetration of the seismic wave through the cavity appears.

Study of seismic wave propagation around tunnel (터널 주위의 탄성파 전파양상에 관한 연구)

  • Suh, Baek-Su;Oh, Seok-Hoon;Shon, Kwon-Ik;Lee, Sang-Chul
    • 한국지구물리탐사학회:학술대회논문집
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    • 2006.06a
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    • pp.291-296
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    • 2006
  • The aspect of wave propagation around cavity was investigated for the exact inversion of crosshole tomography data in order to understand the possibility of the existence of underground cavity. We found that the adequate frequency range for the tunnel investigation was about 2kHz to 5kHz, and the grid space was set up to 1/10 length of wavelength. The propagation of the seismic wave near the cavity may go through or detour the cavity according to the seismic velocity of inside of cavity. The detouring wave propagates with the seismic velocity of mother rock in spite of the velocity of inside of cavity. The smaller the velocity difference between the mother rock and cavity, the more frequent penetration of the seismic wave through the cavity was appeared.

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The prediction of ventilated supercavitation shapes according to the angle of attack of a circular cavitator (원형 캐비테이터의 받음각에 따른 환기초공동 형상 예측 연구)

  • Yi, Jong-Ju;Kim, Min-Jae;Paik, Bu-Geun;Kim, Kyung Chun
    • Journal of the Korean Society of Visualization
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    • v.19 no.3
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    • pp.22-30
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    • 2021
  • Ventilated cavity shapes by varying angle of attack of a circular cavitator were predicted based on Logvinovich's Independence Principle in order to verify the cavity shape prediction method. The prediction results were compared with model experiments conducted in the high-speed cavitation tunnel. In the prediction of the cavity centerline, the movement of the cavity centerline due to the effect of gravity and cavitator's angle of attack were well predicted. In the prediction of the cavity contour, it was found that the cavity edge prediction error increased as the angle of attack increased. The error of the upper cavity contour was small at the positive angle of attack, and the error of the lower cavity contour was small at the negative angle of attack.

Experimental Study on Heat Losses from Receiver of Solar Thermal Power (태양열발전용 흡수기 설게 및 열손실 특성실험)

  • Kim, Jong-Kyu;Kang, Yong-Heack;Kim, Jin-Soo;Lee, Sang-Nam;Yu, Chang-Kyun;Yun, Hwan-Ki
    • 한국신재생에너지학회:학술대회논문집
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    • 2007.06a
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    • pp.672-675
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    • 2007
  • Experimental data are presented which describe heat losses of cavity type receiver in wind tunnel. Experiments are conducted at various conditions such as the heater temperature in cavity changes from 300, 400, and 500 oC, wind speed in tunnel from 2 to 8 m/s, and four different tilt angle of 30, 50, 70, 90o. The power consumption including temperature, voltage and current for each experimental conditions are measured and stored in data logger at everyone second interval. The experimental results show that heat losses increase with increasing wind speed and with tilt angle. However, heat losses for the tilt angle of 70 and 90o is almost same at each heater temperature. In addition, the effects of natural convection in combined convection heat losses vary in according to the tilt angle.

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An experimental investigation of artificial supercavitation generated by air injection behind disk-shaped cavitators

  • Ahn, Byoung-Kwon;Jeong, So-Won;Kim, Ji-Hye;Shao, Siyao;Hong, Jiarong;Arndt, Roger E.A.
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.9 no.2
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    • pp.227-237
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    • 2017
  • In this paper, we investigated physical characteristics of an artificial supercavity generated behind an axisymmetric cavitator. Experiments for the same model were carried out at two different cavitation tunnels of the Chungnam National University and the University of Minnesota, and the results were compared and verified with each other. We measured pressures inside the cavity and observed the cavity formation by using a high-speed camera. Cavitation parameters were evaluated in considering blockage effects of the tunnel, and gravitational effects on supercavity dimensions were examined. Cavity dimensions corresponding to the unbounded cavitation number were compared. In addition, we investigated how artificial supercavitation develops according to the combination of injection positions and direction.

New tunnel reinforcement method using pressurized cavity expansion concept (천공홀 가압 팽창 개념을 도입한 터널 보조 신공법 연구)

  • Cho, In-Sung;Park, Jeong-Jun;Kim, Jong-Sun;Lee, In-Mo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.12 no.6
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    • pp.407-416
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    • 2010
  • A new tunnel auxiliary method is proposed in this paper which utilizes the concept of cavity expansion for tuunel reinforcement by forming an umbrella arch on the roof of tunnel. When an inflatable pipe is inserted and expanded by pressure in the bore hole of umbrella arch, the ground around the bore hole can be compacted so that the stress condition above the tunnel perimeter is favorably changed. In order to verify the reinforcement effect of new concept, pilot-scale chamber test, trapdoor test and numerical analysis were performed and compared. In pilot-scale chamber test, three types of inflatable pipes are tested to verify the capability of expansion, and the results arc compared with analytical results obtained by applying cavity expansion theory and with results obtained from finite clement analysis, and the experimental results showed agreeable matches with analytical and numerical ones. Numerical analysis of a tunnel and trapdoor test applied with the inflatable pipes are also performed to figure out the reinforcement effect of the proposed techniques, and the results implied that the new method with 3 directional inflatable pipe (no pressure to downward direction) can contribute to reduce tunnel convergence and face settlement.

Scaling methods for wind tunnel modelling of building internal pressures induced through openings

  • Sharma, Rajnish N.;Mason, Simon;Driver, Philip
    • Wind and Structures
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    • v.13 no.4
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    • pp.363-374
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    • 2010
  • Appropriate scaling methods for wind tunnel modelling of building internal pressures induced through a dominant opening were investigated. In particular, model cavity volume distortion and geometric scaling of the opening details were studied. It was found that while model volume distortion may be used to scale down buildings for wind tunnel studies on internal pressure, the implementation of the added volume must be done with care so as not to create two cavity resonance systems. Incorrect scaling of opening details was also found to generate incorrect internal pressure characteristics. Furthermore, the effective air slug or jet was found to be longer when the opening was near a floor or sidewall as evidenced by somewhat lower Helmholtz frequencies. It is also shown that tangential flow excitation of Helmholtz resonance for off-centre openings in normal flow is also possible.

Ground Test of Model SCRamjet Engine with Free-Piston Shock Tunnel

  • Kang, Sang-Hun;Lee, Yang-Ji;Yang, Soo-Seok;Smart, Michael;Suraweera, Milinda
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2008.03a
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    • pp.452-455
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    • 2008
  • Model Scramjet engine is tested with T4 free-piston shock tunnel at University of Queensland, Australia. Basically, test condition is fixed as Mach 7.6 at 31 km altitude. With this condition, variation effects of fuel equivalence ratio, cavity, cowl setting and angle of attack were investigated. In the results, supersonic combustion was observed with low and middle fuel equivalence ratio. At high equivalence ratio, thermal choking was occurred due to the intensive reaction. Cavity and W-shape cowl showed early ignition and enhanced mixing respectively.

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