• 제목/요약/키워드: Channel -flow

검색결과 2,827건 처리시간 0.026초

PEM 연료전지 유로에서 물의 거동에 대한 CFD 해석 (CFD analysis on the behavior of liquid water in flow channel of PEM fuel cell)

  • 김현일;남진현;신동훈;정태용;김영규
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2007년도 추계학술대회 논문집
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    • pp.23-26
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    • 2007
  • Liquid water in flow channel is an important factor that limits the steady and transient performance of PEM fuel cells. A computational fluid dynamics study based on the volume-of-fluid (VOF) multi-phase model is conducted to understand the transport behavior of liquid water in flow channel. The liquid water transport in $180^{\circ}$ bends is investigated and the effect of chamfering is discussed. The effect of wall adhesion is also considered by varying the contact angle of channel surfaces. The result of this study is believed to provide a useful guideline for design optimization of flow patterns or channel configurations of PEM fuel cells.

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무선 네트워크 time-varying 채널 상에서 Signal Flow Graph를 이용한 패킷 전송 성능 분석 (Performance analysis of packet transmission for a Signal Flow Graph based time-varying channel over a Wireless Network)

  • 김상용;박홍성
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 심포지엄 논문집 정보 및 제어부문
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    • pp.65-67
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    • 2004
  • Change of state of Channel between two wireless terminals which is caused by noise and multiple environmental conditions for happens frequently from the Wireles Network. So, When it is like that planning a wireless network protocol or performance analysis, it follows to change of state of time-varying channel and packet the analysis against a transmission efficiency is necessary. In this paper, analyzes transmission time of a packet and a packet in a time-varying and packet based Wireless Network. To reflecte the feature of the time-varying channel, we use a Signal Flow Graph model. From the model the mean of transmission time and the mean of queue length of the packet are analyzed in terms of the packet distribution function, the packet transmission service time, and the PER of the time-varying channel.

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흙 수로에 대한 삼수손실량 추정에 관한 실험적 연구 (Experimental Study on Seepage Losses in Earth Channel)

  • 정하우;유한열
    • 한국농공학회지
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    • 제15권1호
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    • pp.2853-2877
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    • 1973
  • Models of cross-sections and channels were made in order to measure seepage losses. Cross-sections were made of sand, sandy clay loam and loam, their thicknesses being 30cm and 40cm, respectively. Flow depths kept in the cross-sections were 4cm, 6cm, 8cm and 10cm. Straight and curved channel models were provided so as to measure seepage losses, when constant water depths maintained at the heads of the channels were 7.3cm and 5.7cm, respectively. The results obtained in this experiment are presented as follows: 1) A cumulative seepage loss per unit length at a point in the channel varies in accordance with time and flow depth. The general equation of cumulative seepage loss may be as follows(Ref. to Table V.25): $$q_{cum}=\int_{o}^aq(a)dt+\int_a^bq(b)dt+\int_b^tq(c)dt$$ 2) In case that the variation of water depth through the channel is slight, the total seepage loss may be computed by applying the following general equation: $$\={q}_{cum}{\cdot}x=\int_o^tq_{cum}\frac{{\partial}x}{{\partial}t}dt$$ 3) Because seepage loss varies considerably according to water depth in case that the variation of flow depth through the channel is great, seepage loss should be computed by taking account of the change of flow depth. 4) The relation between time and traveling distance of water flow may be presented as the following general equation(Ref. to Table V.29): $$x=pt^r$$ 5) The ratios of the seepage losses of the straight channel to the curved channel are 1:1.03 for a flow depth of 7.3cm and 1:1.068 for that of 5.7cm. 6) The ratios of the seepage losses occurring through the bottom to those through the inclined plane in the channel cross-section are 1:2.24 for a water depth of 8cm and 1:2.47 for a depth of 10cm in case that soil-layer is 30cm in thickness. Similarly, those ratios are 1:2.62 and 1:2.93 in case of a soil-layer thickness of 40cm(Ref. to Table V.5).

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하도 합류부의 수리학적 특성을 고려한 RMA2 모형 매개변수의 민감도 분석 (Sensitivity Analysis of RMA2 Model Parameter Variation with Hydraulic Characteristics of Stream Junction Area)

  • 안승섭;임동희;서명준;이효정
    • 한국환경과학회지
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    • 제17권7호
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    • pp.783-793
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    • 2008
  • The purpose of this study is to analyze the sensitivity of the RMA2 model parameters reflecting the flow characteristics of stream junction and thus understand the hydraulic characteristics of the channel confluence flow. This study dealt with the input parameters of the RMA-2 model, a two-dimensional numerical analysis model widely used for researches both at home and abroad. The parameters of the RMA-2 model are roughness coefficient, turbulent diffusion coefficient, Coriolis forces latitude, Density, and mesh size. This study those parameters estimated from actual heavy rainfall, and varied the parameter size by (-)30%${\sim}$+30% to review the characteristics of the flow characteristics of the channel section. Weobserved that when the ratio of the channel width was relatively small, the smaller the approaching angle was, the farther from the junctions became the generating place of the maximum flow velocity, however, when the ratio of the channel width was relatively large, the larger the approaching angle was, the farther the generating place of the maximum flow velocity from the junctions became. In particular, the distance between junctions and the place where the maximum flow velocity generated showed an absolute correlationover 90% of the relative channel width, but an inverse relationwas found when the distance to the place where the flow velocity generated was shortened as relative the channel width between the main channel and tributary increased.

FLOW-3D를 이용한 다양한 곡률에 대한 횡월류 위어의 유량계수 산정 (Discharge Coefficient of Side Weir for Various Curvatures Simulated by FLOW-3D)

  • 정창삼
    • 한국방재안전학회논문집
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    • 제8권1호
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    • pp.5-13
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    • 2015
  • 본 연구는 수치모형을 이용하여 만곡수로 외측에 설치된 횡월류 위어의 곡률반경에 대한 횡월류 유량계수를 분석한 연구이다. 곡률반경의 변화에 따른 만곡부의 중심각이 $180^{\circ}$인 수로모형을 설계하였으며, FLOW-3D모형에 적용하여 유량계수를 산정하고 직선 수로와 비교하는 방법으로 유량계수의 특성을 분석하였다. 모형의 적용성 검증을 위해 기존에 연구되었던 수리실험과 동일한 조건의 수치모의를 수행하였다. 하폭(b)을 고정시키고 곡률반경($R_c$)을 변화시킴으로써 $R_c/b$의 변화에 따른 유량계수($C_M$)의 변화를 분석하고, 만곡수로의 월류량($Q_{wc}$)에 대한 직선수로의 월류량($Q_{wc}$)의 비를 분석하였다. 분석결과 유량계수는 상류수심, 만곡수로의 곡률반경의 변화에 따라 유량계수는 변화하였으며, 직선과 만곡수로에 대해 분석을 수행하였기 때문에 직선수로의 영향인자를 이용하여 만곡수로에 설치된 횡월류 위어의 월류량과 유량계수를 추정 가능 할 것이라 판단된다.

분포형 모델을 이용한 유역내 이동강우(MOVING STORM)의 유출해석(1) -모델의 개발- (Simulation of Moving Storm in a Watershed Using A Distributed Model -Model Development-)

  • 최계원;이희성;안상진
    • 물과 미래
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    • 제25권1호
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    • pp.101-110
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    • 1992
  • 유역내 공간적 및 시간적 분포특성을 가진 이동강우를 해석하기 위하여 분포형 모델을 개발하였으며 이 유역모델은 지표면 흐름과 하천망 흐름으로 나누어 유출을 해석하였다. 지표면의 흐름은 2차원의 연속방정식과 운동량 방정식을 이요하였는데 kinematic 이론을 도입하여 운동량 방정식을 간략화 하였으며 하천망 흐름은 하천망을 일체로 하여 1차원의 연속방정식과 운동량방정식들을 이용하였다. 기본방정식들의 수치해석법으로 지표면의 흐름은 유한요소법을 이용하였으며 하천망에 대한 해석은 음해법의 유한차분법을 이용하였다. 모델은 특히 이동강우에 있어서 중요한 특색인 공간적 및 시간적 특성을 효과적으로 해석할 수 있도록 개발되었다. 또한 모델은 구성된 행렬의 특징을 이용하였는데, 지표면 유출모델은 Gauss 소거법을 이용하여 그해를 구하였으며 하천망 해석은 double sweep 방법을 적용하기 위한 여러 종류의 순환계수방정식을 제안하였고 이를 이용하여 그 해를 구하였다.

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딤플이 존재하는 2차원 수로유동의 계산 (Calculation of a 2-D channel flow with a dimple)

  • 최서원;백영호;김두연;강호철
    • 대한기계학회논문집B
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    • 제21권1호
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    • pp.49-56
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    • 1997
  • Heat-transfer enhancement is seeked through modifications of fin surface. Real life plate-fin heat exchangers have complex three-dimensional geometries. Fins can have arrays of dimples and are attached to rows of penetrating tubes. To isolate the effect of surface modification, we model the real flow by a two-dimensional channel flow with a dimple on one side. The flow is analysed by solving the incompressible Navier-Stokes equation by a finite volume method on a generalized boundary-fitted coordinate. Results show a trapped vortex inside the dimple for all cases computed. Local maximum of Nusselt number occurs near the downstream end of the dimple, due to such a vortex. Location of the vortex does not change with respect to the wall temperature change, but moved downstream when Reynolds number increases. This, together with the results that in all cases vortex core is somewhat downstream of the dimple center, suggests that the mean flow above continuously feeds the kinetic energy to the recirculating flow. Heat transfer enhancement and pressure losses are studied through analysing the relevant dimensionless parameters like, Nusselt number and friction factor. In all cases computed, dimpled channel flow experiences less pressure loss than two-dimensional Poiseuille flow.

표면 장력 효과를 고려한 마이크로 채널 충전과정 연구 (Study of Micro-channel Filling Flow Including Surface Tension Effects)

  • 김동성;이광철;권태헌;이승섭
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집C
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    • pp.47-52
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    • 2001
  • Micro-injection molding and microfluidic devices with the help of MEMS technologies including the LIGA process are expected to play important roles in. micro-system industries, in particular the bioapplication industry, in the near future. Understanding fluid flows in micro-channels is important since micro-channels are typical geometry in various microfluidic devices and mold inserts for micro-injection molding. In the present study, both experimental and numerical studies have been carried out to understand the detailed flow phenomena in micro-channel filling process. Three sets of micro-channels of different thickness were fabricated and a flow visualization system was also developed to observe the filling flow into the micro-channels. Experimental flow observations were extensively made to find the effects of channel width and thickness, and effects of surface tension and volume flow rate and so on. And a numerical analysis system has been developed to simulate the filling flow into micro-channels with the surface tension effect taken into account. Discussed are the flow visualization experimental observations along with the predictability of the numerical analysis system.

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축류에 놓인 환형 실린더 연료봉의 동적 안정성 기초해석 (Dynamic Stability Analysis of Annular Cylindrical Fuel Rod in Axial Flow)

  • 이강희;김형규;윤경호;이영호;김재용
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2008년도 춘계학술대회논문집
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    • pp.264-267
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    • 2008
  • Dual-cooled fuel with inner and outer flow channel was proposed for high burup, next generation nuclear fuel design. The annular cylinder of dual cooled fuel has higher structural strength compared to the conventional one, but also have concerns about flow induced vibration due to an additional flow of inner channel and the difference of flow velocity in between inner and outer channel. In this study, the dynamic stability of flexible, annular cylinder was evaluated according to the flow variation and compared to the that of the conventional PWR fuel rod. Centrifugal and Coriolis force by the additional flow in the inner channel were added in the dynamic equation of flexible beam in uniform, external, and axial flow. Complex eigenfrequency was calculated by the finite element method. Stability margin of annular cylinder compared to the solid cylinder and change of the dynamic characteristic are presented and discussed as a analysis results.

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An Experimental Study of Developing and Fully Developed Flows in a Wavy Channel by PIV

  • Kim, Sung-Kyun
    • Journal of Mechanical Science and Technology
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    • 제15권12호
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    • pp.1853-1859
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    • 2001
  • An experimental study is presented for a flow field in a two dimensional wavy channels by PIV. This flow has two major applications such as a blood flow simulation and the enhancement of heat transfer in a heat exchanger. While the numerical flow visualization results have been limited to the fully developed cases, existing experimental results of this flow were simple qualitative ones by smoke or dye streak test. Therefore, the main purpose of this study is to produce quantitative flow data for fully developed and developing flow regimes by the Correlation Based Correction PIV (CBC PIV) and to conjecture the analogy between flow characteristics and heat transfer enhancement with low pumping power. Another purpose of this paper is to examine the onset position of the transition and the global mixing, which results in transfer enhancement. PIV results on the Fully developed and developing flow in a wavy channel at Re=500, 1000 and 2000 are obtained. for the case Reynolds Number equals 500, the PIV results are compared with the finite difference numerical solution.

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