• 제목/요약/키워드: passive pressure

검색결과 329건 처리시간 0.024초

응축충격파와 경계층 간섭의 피동제어(I) (A Passive Control of Interaction of Condensation Shock Wave anc Boundary Layer(I))

  • 최영상;정영준;권순범
    • 대한기계학회논문집B
    • /
    • 제21권2호
    • /
    • pp.316-328
    • /
    • 1997
  • There were appreciable progresses on the study of shock wave / boundary layer interaction control in the transonic flow without nonequilibrium condensation. But in general, the actual flows associated with those of the airfoil of high speed flight body, the cascade of steam turbine and so on accompany the nonequilibrium condensation, and under a certain circumstance condensation shock wave occurs. Condensation shock wave / boundary layer interaction control is quite different from that of case without condensation, because the droplets generated by the result of nonequilibrium condensation may clog the holes of the porous wall for passive control and the flow interaction mechanism between the droplets and the porous system is concerned in the flow with nonequilibrium condensation. In these connections, it is necessary to study the condensation shock wave / boundary layer interaction control by passive cavity in the flow accompanying nonequilibrium condensation with condensation shock wave. In the present study, experiments were made on a roof mounted half circular arc in an indraft type supersonic wind tunnel to evaluate the effects of the porosity, the porous wall area and the depth of cavity on the pressure distribution around condensation shock wave. It was found that the porosity of 12% which was larger than the case of without nonequilibrium condensation produced the largest reduction of pressure fluctuations in the vicinity of condensation shock wave. The results also showed that wider porous area, deeper cavity for the same porosity of 12% are more favourable "passive" effect than the cases of its opposite. opposite.

ROLE OF PASSIVE SAFETY FEATURES IN PREVENTION AND MITIGATION OF SEVERE PLANT CONDITIONS IN INDIAN ADVANCED HEAVY WATER REACTOR

  • Jain, Vikas;Nayak, A.K.;Dhiman, M.;Kulkarni, P.P.;Vijayan, P.K.;Vaze, K.K.
    • Nuclear Engineering and Technology
    • /
    • 제45권5호
    • /
    • pp.625-636
    • /
    • 2013
  • Pressing demands of economic competitiveness, the need for large-scale deployment, minimizing the need of human intervention, and experience from the past events and incidents at operating reactors have guided the evolution and innovations in reactor technologies. Indian innovative reactor 'AHWR' is a pressure-tube type natural circulation based boiling water reactor that is designed to meet such requirements, which essentially reflect the needs of next generation reactors. The reactor employs various passive features to prevent and mitigate accidental conditions, like a slightly negative void reactivity coefficient, passive poison injection to scram the reactor in event of failure of the wired shutdown systems, a large elevated pool of water as a heat sink inside the containment, passive decay heat removal based on natural circulation and passive valves, passive ECC injection, etc. It is designed to meet the fundamental safety requirements of safe shutdown, safe decay heat removal and confinement of activity with no impact in public domain, and hence, no need for emergency planning under all conceivable scenarios. This paper examines the role of the various passive safety systems in prevention and mitigation of severe plant conditions that may arise in event of multiple failures. For the purpose of demonstration of the effectiveness of its passive features, postulated scenarios on the lines of three major severe accidents in the history of nuclear power reactors are considered, namely; the Three Mile Island (TMI), Chernobyl and Fukushima accidents. Severe plant conditions along the lines of these scenarios are postulated to the extent conceivable in the reactor under consideration and analyzed using best estimate system thermal-hydraulics code RELAP5/Mod3.2. It is found that the various passive systems incorporated enable the reactor to tolerate the postulated accident conditions without causing severe plant conditions and core degradation.

수직 다공벽을 이용한 초음속 공동 압력진동의 피동제어 (Passive Control of the Supersonic Cavity Pressure Oscillations Using Porous Vertical Barrier)

  • 강민성;권준경;김희동
    • 한국추진공학회지
    • /
    • 제13권3호
    • /
    • pp.27-33
    • /
    • 2009
  • 본 논문에서는 초음속 공동유동에서 발생하는 압력진동에 미치는 수직 다공벽의 영향을 조사하기 위하여 수치해석적 연구를 수행하였다. 본 연구에서는 2차원 사각공동내부에 수직다공벽을 설치하여, 기류 마하수를 1.50, 1.83, 2.50로 변화시켰으며, 다공벽의 기공율을 변화시켰다. 수치계산에서는 2차원 비정상 압축성 Navier-Stokes 방정식을 수치적으로 풀기 위하여, TVD 유한 차분 MUSCL법을 사용하였다. 본 수치계산 결과에 의하면, 본 연구에서 적용된 수직 다공벽은 공동 상류단에 발생하는 비정상 전단층의 특성을 상당히 변화시켰으며, 공동내부에서 발생하는 압력진동을 크게 줄이는 것으로 알려졌다. 이와 같은 수직다공벽을 이용한 피동제어 효과는 기류마하수 그리고 다공벽의 기공율에 의존하는 것으로 나타났다.

Sub-cavity를 이용한 초음속 cavity 유동의 피동제어에 대한 실험 및 수치해석적 연구 (Experimental/ Computational Study on the Passive Control of Supersonic Cavity Flow using a Sub-Cavity)

  • 임채민;이영기;김희동
    • 한국추진공학회:학술대회논문집
    • /
    • 한국추진공학회 2007년도 제28회 춘계학술대회논문집
    • /
    • pp.295-298
    • /
    • 2007
  • 본 연구에서는 초음속 공동유동장에서 발생하는 압력변동을 저감하기 위한 피동제어방법의 유용성을 실험 및 수치해석적으로 조사하였다. 피동제어방법으로 사각 공동내 상류 벽면에 sub-cavity를 설치하였다. 공동내 하류벽면에 센서를 설치하여 압력변동 값을 실험적으로 측정하였으며, 측정된 압력변동값을 FFT변환하여 주파수 분석을 하였다. 수치계적으로는 공동내 압력변동 특성을 살펴보기 위해 3차원 비정상 Navier-Stokes 방정식에 유한체적법을 적용하여 유동장을 모사하였으며, 유동의 난류상태량들은 LES 방법을 사용하여 계산하였다. 본 연구에서 얻어진 결과는 다음과 같다. 공동유동에서 진동 특성은 공동 하류벽면에서 발생하는 압력진동에 의존한다. 특히 leading tip 두께와 sub-cavity 크기가 진동 저감효과에 주요 인자이다.

  • PDF

초음속 공동내부의 압력진동 제어에 미치는 기류 마하수의 영향 (Effects of Mach Number on the Control of Supersonic Cavity Pressure Oscillations)

  • 신춘식;;김희동
    • 한국추진공학회:학술대회논문집
    • /
    • 한국추진공학회 2009년도 춘계학술대회 논문집
    • /
    • pp.119-122
    • /
    • 2009
  • 본 연구에서는 2차원 초음속 공동유동에서 발생하는 압력진동을 제어하기 위하여 수치해석적 연구를 수행하였다. 본 계산에서는 압력진동을 제어하기 위하여 보조공동의 형상을 변화시켰으며, 유동의 마하 수를 1.50, 1.83 그리고 2.50로 변화시켰다. 그 결과, 보조공동은 압력진동을 상당히 감소시켰으며, 압력진동의 제어효과는 유동의 마하수와 보조공동의 상세형상에 크게 의존함을 알았다.

  • PDF

질감 제시 장치를 이용한 촉감인지 특성 연구 (Study of Human Tactile Sensing Characteristics Using Tactile Display System)

  • 손승우;경기욱;양기훈;권동수
    • 제어로봇시스템학회논문지
    • /
    • 제11권5호
    • /
    • pp.451-456
    • /
    • 2005
  • This paper describes three kinds of experiments and analysis of their results related to human tactile sensitivity using an integrated tactile display system. The device can provide vibration, normal pressure and lateral slip/stretch which are important physical quantities to sense texture. We have tried to find out the efficient method of stimulating, limitation of surface discrimination by kinesthetic farce feedback and the effectiveness of the combination of kinesthetic force and tactile feedback. Seven kinds of different stimulating methods were carried out and they are single or combination of the kinesthetic force, normal static pressure, vibration, active/passive shear and moving wave. Both prototype specimen and stimulus using tactile display were provided to all examinees and they were allowed to answer the most similar sample. The experimental results show that static pressure is proper stimulus for the display of micro shape of the surface and vibrating stimulus is more effective for the display of fine surface. And the sensitivities of active touch and passive touch are compared. Since kinesthetic force feedback is appropriate to display shape and stiffness of an object, but roughness display has a limitation of resolution, the concurrent providing methods of kinesthetic and tactile feedback are applied to simulate physical properties during touching an object.

동적원심모형실험을 이용한 얕은 지반 굴착 버팀보 지지 흙막이 벽체의 지진토압 메커니즘 분석 (Mechanism of Seismic Earth Pressure on Braced Excavation Wall Installed in Shallow Soil Depth by Dynamic Centrifuge Model Tests)

  • 윤종석;박성진;한진태;김종관;김동찬;김두기;추연욱
    • 한국지진공학회논문집
    • /
    • 제27권5호
    • /
    • pp.193-202
    • /
    • 2023
  • In this paper, a dynamic centrifuge model test was conducted on a 24.8-meter-deep excavation consisting of a 20 m sand layer and 4.8 m bedrock, classified as S3 by Korean seismic design code KDS 17 10 00. A braced excavation wall supports the hole. From the results, the mechanism of seismically induced earth pressure was investigated, and their distribution and loading points were analyzed. During earthquake loadings, active seismic earth pressure decreases from the at-rest earth pressure since the backfill laterally expands at the movement of the wall toward the active direction. Yet, the passive seismic earth pressure increases from the at-rest earth pressure since the backfill pushes to the wall and laterally compresses at it, moving toward a passive direction and returning to the initial position. The seismic earth pressure distribution shows a half-diamond distribution in the dense sand and a uniform distribution in loose sand. The loading point of dynamic thrust corresponding with seismic earth pressure is at the center of the soil backfill. The dynamic thrust increased differently depending on the backfill's relative density and input motion type. Still, in general, the dynamic thrust increased rapidly when the maximum horizontal displacement of the wall exceeded 0.05 H%.

오스테나이트계 스테인리스강에 대한 질소 고용화 처리 및 그 효과 (Solution Nitriding and Its Effect on the Austenitic Stainless Steels)

  • 허정;남태운
    • 열처리공학회지
    • /
    • 제13권5호
    • /
    • pp.337-345
    • /
    • 2000
  • As a case hardening process for stainless steels, nitriding is more preferred and widely used than carburizing which deterioates corrosion resistance severely. In order to add the nitrogen into the stainless steels, passive film on the surface must be removed effectively before nitriding. Conventional gas nitriding process is performed in the temperature range of 500 to $600^{\circ}C$ with $NH_3$ gas, which often leads to sensitization of stainless steels. In this study, we tried to activate passive film of austenitic stainless steels by heating at low pressure. ($900^{\circ}C$, $5{\times}10^{-2}$ Torr.) Nitriding was performed at the solution treatment temperature of $1100^{\circ}C$ with nitrogen molecules instead of $NH_3$ gas. An attainable nitrogen content in a case depends on the nitrogen gas pressure at constant nitriding temperature. A case depth is proportional to the square root of solution time, which suggests that inward diffusion of nitrogen follows the Fick's 2nd law. Surface nitrogen atoms are dissolved as interstitial solutes, or precipitated in the form of MN, $M_2N$ nitrides, which increase the case hardeness. Dissolved nitrogen in the case enhances the cavitation resistance of austenitic stainless steels dramatically.

  • PDF

신형안전주입탱크의 성능개선 및 검증 (Performance Improvement and Validation of Advanced Safety Injection Tanks)

  • 윤영중;주인철;권태순;송철화
    • 한국압력기기공학회 논문집
    • /
    • 제7권1호
    • /
    • pp.1-8
    • /
    • 2011
  • Advanced SITs of the evolutionary PWRs have the advantage that they can passively control the ECC water discharge flow rate. Thus, the LPSI pumps can be eliminated from the safety injection system owing to the benefit of the advanced SITs. In the present study, a passive sealing plate was designed in order to overcome the shortcoming of the advanced SITs, i.e., the early nitrogen discharge through the stand pipe. The operating principle of the sealing plate depends only on the natural phenomena of buoyancy and gravity. The performance of the sealing plate was evaluated using the VAPER test facility, equipped with a full-scale SIT. It was verified that the passive sealing plate effectively prevented the air discharge during the entire duration of the ECC water discharge. Also, the major performance parameters of the advanced SIT were not changed with the installation of the sealing plate.

AN EVALUATION OF THE APERIODIC AND FLUCTUATING INSTABILITIES FOR THE PASSIVE RESIDUAL HEAT REMOVAL SYSTEM OF AN INTEGRAL REACTOR

  • Kang Han-Ok;Lee Yong-Ho;Yoon Ju-Hyeon
    • Nuclear Engineering and Technology
    • /
    • 제38권4호
    • /
    • pp.343-352
    • /
    • 2006
  • Convenient analytical tools for evaluation of the aperiodic and the fluctuating instabilities of the passive residual heat removal system (PRHRS) of an integral reactor are developed and results are discussed from the viewpoint of the system design. First, a static model for the aperiodic instability using the system hydraulic loss relation and the downcomer feedwater heating equations is developed. The calculated hydraulic relation between the pressure drop and the feedwater flow rate shows that several static states can exist with various numbers of water-mode feedwater module pipes. It is shown that the most probable state can exist by basic physical reasoning, that there is no flow rate through the steam-mode feedwater module pipes. Second, a dynamic model for the fluctuating instability due to steam generation retardation in the steam generator and the dynamic interaction of two compressible volumes, that is, the steam volume of the main steam pipe lines and the gas volume of the compensating tank is formulated and the D-decomposition method is applied after linearization of the governing equations. The results show that the PRHRS becomes stabilized with a smaller volume compensating tank, a larger volume steam space and higher hydraulic resistance of the path $a_{ct}$. Increasing the operating steam pressure has a stabilizing effect. The analytical model and the results obtained from this study will be utilized for PRHRS performance improvement.