• 제목/요약/키워드: Water wall

검색결과 1,655건 처리시간 0.026초

Injector에 따른 가.감속시 공연비 변동에 관하여 (Effects of injector on the A/F variations during acceleration and deceleration)

  • 이종수;조석구
    • 오토저널
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    • 제15권1호
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    • pp.67-72
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    • 1993
  • Wall wetting phenomenon in the intake port of an MPI engine was investigated with different kinds of injectors by an A/F step response test and analysis was done based on the simple wall wetting model to find out a certain correlation between wall wetting and A/F variations. It was found that (1) At fully warmed condition of 90.deg.C water temperature, around 40-60% of injected fuel was wall wetted, (2) At cold condition of 45.deg.C Water temperature, around 68-80% of injected fuel was wall wetted, and (3) A/F variations during acceleration and deceleration were influenced by the wetting area, the fuel droplet size, and the amount of wall wetting fuel.

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연직 슬릿 유공벽의 투수계수 계산 방법의 비교 (Comparison of Methods to Calculate Permeability Parameter of Perforated Wall with Vertical Slits)

  • 서경덕;지창환;김열우
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2008년도 춘계학술대회논문집
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    • pp.506-509
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    • 2008
  • Mathematical models have been developed to calculate hydrodynamic characteristics of perforated-wall structures. Most of the models separate the fluid regions into front and back of the wall, assume the solution in each region, and calculate the solution by using the matching condition at the wall. The matching condition involves the permeability parameter, which can be calculated by the methods proposed by Mei et al. or Sollitt and Cross. In this study, we compare these two methods. The former is advantageous because all the related variables are known, but it gives wrong result in the limit of long waves, i.e. zero transmission and perfect reflection of very long waves. In deep water, the latter predicts smaller transmission and larger reflection than the former, and vice versa in shallow water. In the latter method, the friction coefficient decreases as the wall thickness or the porosity of the wall increases.

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Water Gel Barrier 표면형상의 크기에 따른 폭발특성 (Explosion Characteristics by Different Sizes in the Wall Surface Shape of a Water Gel Barrier)

  • 박달재;김남일
    • 한국가스학회지
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    • 제16권3호
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    • pp.65-70
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    • 2012
  • 폭발챔버에서 water gel barrier의 표면형상의 크기에 따른 폭발거동 특성을 조사하기 위하여 실험적 연구를 수행하였다. 단면적 $100{\times}100\;mm^2$, 길이 1600 mm를 가지는 폭발챔버 그리고 점화원으로부터 각각 300 mm, 700 mm 및 1100 mm 떨어진 챔버 바닥면에 $100{\times}200\;mm^2$의 크기에 서로 다른 크기의 표면형상을 고려한 gel barrier를 설치할 수 있도록 제작하였다. 젤라틴 gel과 물을 혼합하여 4가지 크기의 표면형상을 가지는 water gel barrier를 제조하여 실험변수로 사용하였다. 폭발과정 동안 화염전파 과정을 가시화하기 위해 고속카메라 그리고 폭발압력 변화를 관찰하고자 압력획득시스템을 사용하였다. 실험결과, gel barrier의 표면형상의 크기가 커질수록 화염전파과정 및 최대 폭발압력 도달시간은 빠르게 진행되는 것으로 나타났으며, 화염속도 및 폭발압력 또한 증가하는 경향으로 나타났다.

벽면부착에 의해 야기되는 다상유동에 관한 수치적 연구 (Numerical Study on Multiphase Flows Induced by Wall Adhesion)

  • 명현국
    • 대한기계학회논문집B
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    • 제36권7호
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    • pp.721-730
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    • 2012
  • 본 연구에서는 벽면부착에 의해 야기되는 다상유동에 대한 수치적 연구를 제시한다. 먼저 다상유동 해석을 위해 표면장력에 대한 CSF(Continuum Surface Force) 모델 및 벽면부착 경계조건 모델을 비정렬격자계에 적합하도록 수치해석방법을 정립시키고, Myong(2009)이 개발한 비정렬격자계와 VOF 방법으로 체적포착법(volume capturing method)을 사용한 수치해석방법(코드)에 삽입하였다. 또한 본 수치해석방법을 사용하여 중력을 포함하여 어떤 외력도 존재하지 않고 오직 벽면부착에 의해 야기되는 유동현상인 원통형 탱크의 바닥에 위치한 얕은 물풀(water pool)에 대해 물이 벽면을 적시는 경우와 적시지 않는 경우에 대해 수치해석 하였다. 연구결과, 본 수치해석방법은 벽면부착에 의해 야기되는 다상유동 문제에 대한 유용성이 입증되었다.

An Investigation of Downcomer Boiling Effects During Reflood Phase Using TRAC-M Code

  • Chon Woo Chong;Lee Jae Hoon;Lee Sang Jong
    • Journal of Mechanical Science and Technology
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    • 제19권5호
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    • pp.1182-1193
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    • 2005
  • The capability of TRAC-M code to predict downcomer boiling effect during reflood phase in postulated PWR LOCA is evaluated using the results of downcomer effective water head and Cylindrical Core Test Facility (CCTF) experiments, which were performed at JAERI. With a full height downcomer simulator, effective water head experiment was carried out to investigate the applicability of the TRAC-M best estimate LOCA code to evaluate the effective water head with superheated wall temperature in downcomer. In order to clarify the effect of the initial superheat of the downcomer wall on the system and the core cooling behaviors during the reflood phase, two sets of analysis were also performed with a CCTF. Results show that TRAC­M code tends to under-predict downcomer effective water head and core differential pressure. However, the code results show a good agreement with the experimental results in downcomer temperature, heat flux and pressure. Finally, both experiment and calculation showed that the downcomer water head with the superheated downcomer wall is lower than that of the saturated wall temperature.

소형 이동식 모듈주택의 벽면에 냉수배관 매설에 의한 냉방온도 특성 (Characteristics of Cooling Temperature of Cold Water Pipes Buried in the Wall of a Small Mobile Modular House)

  • 조동현
    • 한국기계가공학회지
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    • 제21권3호
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    • pp.110-117
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    • 2022
  • A chiller cooler absorbs the thermal energy of water to generate cold water and supplies the generated cold water to a cold water pipe buried in the wall of a small mobile modular house to greatly increase the cooling area. An attempt was made to reduce the required cooling time significantly. A small chiller cooler suitable for the cooling load of a small mobile modular house with an area less than 3.3 m2 was employed. When cooling is done during summer using a chiller cooler installed outdoors, heat absorption energy loss occurs in the cold water pipe owing to the high temperature. To address this, a study was conducted to reduce the endothermic energy loss significantly. As the mass flow rate of the cold water flowing inside the cold water pipe increased, the temperature decrease gradient of the cold water increased. From the start of the cooling operation, the air temperature of the small mobile modular house decreased linearly in proportion to the operation time. Furthermore, the temperature of the air inside the small mobile modular house decreased in proportion to the increase in the flow of water inside the cold water pipe.

수침목재의 재질분석에 관한 연구-미시형태적 변화를 중심으로 (MICROMORPHOLOGICAL ASPECTS OF HARDWOODS DETERIORATED IN THE SEA-WATER FROM WRECKED SHIP'S TIMER)

  • 김윤수;최광남
    • 보존과학연구
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    • 통권7호
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    • pp.246-264
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    • 1986
  • Micoromorphological alterations of sea-waterlogged woods by marinemicro-oragnisms were investigated by the light and scanning electron microscopy as a part of serial investigations on the shipwrecked materials which were excavated at the sea shore of Wando-Kun, southern coast of Korea in 1984.Deterioration of sea-waterlogged wood by marine microorganisms were varied with the wood species. The degree of deterioration even in the same wood specieswas different according to the part where it was in mud of sea-water. However, the resistance of Torreya nucifera over the marine organisms was marked. Deterioration in cell wall may be classified into three types; thinning of cell wall, separation of secondary wall from compound middle lamella and tunneling of cell wall. Thinning and separation were frequently observed, while the tunneling was rare. Among the wood cell elements of hardwoods, vessel wall was the least deteriorated. The difference degree of degradation of cell wall constituents and the accumulation of inorganic substances in cell lumen indicate that some factors to be considered for the conservation treatment were discussed. The kinds of marine microorganisms invading and/or inhabiting in wrecked wooden ship were also discussed.

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중형 공동수조에서의 프로펠러 단독특성에 대한 위벽효과 보정 연구 (Study on the Wall Effect Correction for Propeller Open Water Characteristics in the Medium Size Cavitation Tunnel)

  • 서성부;김기섭
    • Journal of Advanced Marine Engineering and Technology
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    • 제34권5호
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    • pp.718-724
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    • 2010
  • 공동수조와 예인수조에서의 프로펠러 단독특성 차이를 보정할 수 있는 위벽효과 연구를 수행하였다. 우선 공동수조의 실험에서 프로펠러의 상류가 아닌 작동 평면 위치에서 계측된 유속을 프로펠러 전진속도로 정의할 경우, 위벽효과의 수정 량 및 단독특성차이가 현저히 줄어드는 것을 확인하였다. 다음으로 양력판 이론에 의한 단독특성 계산을 통해, 프로펠러 평면에서의 위벽효과를 구하고 앞의 결과에 추가적인 보정을 수행하였다. 그 결과, 예인수조에서의 단독특성과 더욱 더 좋은 일치를 보여 주는 것을 확인하였다.

정수지 내 유동 특성과 유공벽을 이용한 소독능 변화에 대한 수치 해석적 연구 (Numerical Analysis for Characteristics of Flow Fields and Disinfection Performances in the Clearwell with a Porous media Wall)

  • 이석원;리광훈;구자용
    • 상하수도학회지
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    • 제21권6호
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    • pp.755-761
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    • 2007
  • Disinfection performance in clearwell is generally measured by CT, which is expressed by $C{\times}T$. C is represented by disinfection concentration, and T is represented by $T_{10}$ which means 90% contact time in clearwell. In order to improve Disinfection performance, augmentation of $T_{10}$ is required. Guide wall has been generally used to improve $T_{10}$ because $T_{10}$ changes according to flow field. In this study, porous media is proposed instead of guide wall, and disinfection performance between guide wall and porous media wall are compared. Flow field and $T_{10}$ in each clearwell are investigated as well. Improved Disinfection performance appear in case of porous media wall compare to guide wall, and best performance occur in porosity factor ${\beta}$ 1e+4.

Fast transport with wall slippage

  • Tang, Zhipeng;Zhang, Yongbin
    • Membrane and Water Treatment
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    • 제12권1호
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    • pp.37-41
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    • 2021
  • This paper presents the multiscale calculation results of the very fast volume transport in micro/nano cylindrical tubes with the wall slippage. There simultaneously occurs the adsorbed layer flow and the intermediate continuum fluid flow which are respectively on different scales. The modeled fluid is water and the tube wall is somewhat hydrophobic. The calculation shows that the power loss on the tube no more than 1.0 Watt/m can generate the wall slippage even if the fluid-tube wall interfacial shear strength is 1 MPa; The power loss on the scale 104 Watt/m produces the volume flow rate through the tube more than one hundred times higher than the classical hydrodynamic theory calculation even if the fluid-tube wall interfacial shear strength is 1 MPa. When the wall slippage occurs, the volume flow rate through the tube is in direct proportion to the power loss on the tube but in inverse proportion to the fluid-tube wall interfacial shear strength. For low interfacial shear strengths such as no more than 1 kPa, the transport in the tube appears very fast with the magnitude more than 4 orders higher than the classical calculation if the power loss on the tube is on the scale 104 Watt/m.