• 제목/요약/키워드: Channel -flow

검색결과 2,833건 처리시간 0.03초

조류자원의 평가에 관한 이론적 연구 (Theoretical Study on Assessment of Tidal Stream Resources)

  • 양창조
    • 해양환경안전학회지
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    • 제17권1호
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    • pp.23-28
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    • 2011
  • 조류자원을 평가하기 위해 양쪽이 무한한 바다에 연결되어 있고, 수평한 바닥을 갖고 있는 수로를 가정하고, 수위의 시간변화에 따른 동적효과를 무시한 개수로 유동에서 양 끝단의 수두 차에 의해 구동되는 단순 수로에 대해 에너지 추출 모델을 제안하였다. 조류에너지는 그 단면을 지나는 유속의 3승에 비례하며, 수로 내에서의 에너지 추출은 반드시 유속의 감소를 초래하였다. 교란되지 않는 흐름의 수로에서 10%의 에너지 추출은 약 5.7%의 유속 감속을 초래하며, 20%가 추출되면 유속은 약 11.3%로 감소되었다. 또한, 수로 내에서 더 유속 감소가 가능하다면 이용 가능한 에너지의 추출은 보다 높을 수 있음을 보였다.

헤더-채널 분기관의 채널 돌출길이가 2상 유동 분배에 미치는 영향에 대한 연구 (Study on Effect of Channel Intrusion Depth on the Two-Phase Flow Distribution at Header-Channel Junction)

  • 이준경
    • 설비공학논문집
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    • 제28권11호
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    • pp.444-449
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    • 2016
  • The main objective of this work is to experimentally investigate the effect of angle variation and intrusion depth of channels on the distribution of two-phase flow at header-channel junctions. The dimensions of the header and the channels in cross-section were fixed at $16mm{\times}16mm$ and $12mm{\times}1.8mm$, respectively. Air and water were used as the test fluids. Two different header-channel positions were tested : a vertical header with horizontal channels (case VM-HC) and a horizontal header with horizontal channels (case HM-HC). In all cases, the intrusion depths of the channels are 0 mm, 2 mm, and 4 mm. For the case of the intrusion depth of VM-HC, the flow distribution became more uniform. However, the intrusion depth negatively affected the flow distribution for the case of HM-HC because liquid separation delay occurred.

엇갈림형 스크류 채널 내부의 스톡스 유동과 혼합특성 해석 (Analysis of the Stokes Flow and Stirring Characteristics in a Staggered Screw Channel)

  • 서용권
    • 한국전산유체공학회지
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    • 제9권4호
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    • pp.55-63
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    • 2004
  • The three-dimensional Stokes flow within a staggered screw channel is obtained by using a finite volume method. The geometry is intended to mimic the single screw extruder having staggered arrangement of flights. The flow solution is then subjected to the analysis of the stirring performance. In the analysis of the stirring performance, the stretching-mapping method developed by the author is employed for calculating the materials' stretching exponents, which are to be used in quantification of the mixing effect. The numerical results Indicate that the staggered geometry gives indeed far much better stirring-performance than the standard (nonstaggered) flight geometry. It was also shown that care must be given to the selection of the basis planes for evaluating the local stretching rate, and it turns out that the best method (H-method) has its basis plane just on the half way between the past and future evolution of fluid particles subjected to the defromation. In evaluating the stretching exponent, the expansion ratio must be considered which is one of the characteristic differences of the actual three-dimensional flows from the two-dimensionmal counterparts. The larger axial pressure-difference causes in general the smaller stirring performance while the flow rate is increased. The smaller channel length also increases the stirring performance.

고분자전해질형 연료전지의 단순 채널 리브 형상에서의 물방울 가시화 연구 (Visualization of Water Droplets in the Simple Flow Channel and Rib Geometry for Polymer Electrolyte Membrane Fuel Cells (PEMFCs))

  • 최민욱;김한상
    • 한국수소및신에너지학회논문집
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    • 제25권4호
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    • pp.386-392
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    • 2014
  • The effective water management in a polymer electrolyte membrane fuel cell (PEMFC) is one of the key strategies for improving cell performance and durability. In this work, an ex situ measurement was carried out to understand the water droplet behavior on the surface of gas diffusion layer (GDL) as a fundamental study for establishing novel water management. For that purpose, simplified cell including one rib and two flow channels was designed and fabricated. Using this ex situ device, the water droplet emergence through the GDL of the PEMFC was emulated to understand liquid water transport through the porous diffusion medium. Through the visualization experiment, the emergence and growth of water droplets at the channel/GDL interface are mainly observed with the surface characteristics of GDL (SGL 10BA, 24BA) and rib when the liquid water passes through the GDL and is expelled to the flow channel. It is expected that the results obtained from this study can contribute to the better understanding on the water droplet behavior (emergence and removal) in the flow channels of PEMFC.

수평형 재생증발식 냉방기의 성능시험 (Performance Test for a Horizontal Regenerative Evaporative Cooler)

  • 송귀은;이대영
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2006년도 하계학술발표대회 논문집
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    • pp.621-626
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    • 2006
  • Regenerative evaporative cooling is known as an environment-friendly and energy efficient cooling method. A regenerative evaporative cooler (REC) consisting of dry and wet channels is able to cool down the air stream below the inlet wet-bulb temperature. In the regenerative evaporative cooler, the cooling effect is achieved by redirecting a portion of the air flown out of the dry channel into the wet channel and spraying water onto the redirected air. In this study, a horizontal regenerative cooler is considered. In the horizontal regenerative cooler, the flow direction of evaporating water has a right angle to the flow direction of supply air. This difference was investigated with visualization technique and simplified 2-module performance test was done in a thermo-environment chamber. Optimum design configuration is changed due to the wet channel which are easily fully covered with evaporating water and block the air flow inside the channel. Applying the optimized fin configuration design with the highly wetting surface treatment, a regenerative evaporative cooler was fabricated and tested to Identify the cooling performance improvement and operation characteristics. From the experimental results at the intake condition of $32^{\circ}C$ and 50% RH, the supply temperature was measured to be around $23.4^{\circ}C$. The cooling effectiveness based on the inlet dewpoint temperature was evaluated 73% which is almost close to the design expectation.

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개수로 측벽 세로돌출줄눈의 흐름저항 (Flow Resistance of Vertical Rib Sidewall in Open Channel)

  • 박상덕;지민규;남아름;우태영;신승숙
    • 한국수자원학회논문집
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    • 제46권9호
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    • pp.947-956
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    • 2013
  • 급경사 산지하천 수충부의 호안은 대부분 콘크리트 옹벽으로 되어있다. 표면이 매끄러운 콘크리트 옹벽호안은 유속을 더 강화시키기 때문에 수충부 홍수피해의 원인이 되기도 한다. 본 연구에서는 개수로의 한 측벽에 설치한 정사각형 단면의 세로돌출줄눈이 흐름저항에 미치는 영향을 파악하기 위해 수리실험을 수행하였다. 돌출줄눈의 설치간격은 무차원 돌출줄눈 간격 ${\lambda}_{nv}$를 기준으로 조도유형 d형과 k형을 포함하도록 설계하였다. 흐름의 Froude 수는0.81~1.12의 범위였다. 흐름저항은 돌출줄눈의 설치간격과 유량에 좌우되었다. ${\lambda}_{nv}$가 9일 때 흐름저항이 가장 큰 것으로 나타났다. 세로돌출줄눈은 유량이 증가하면 d형 조도에서는 흐름저항을 감소시켰으나 k형 조도에서는 흐름저항을 증가시켰다. 흐름저항의 증가폭은 ${\lambda}_{nv}$이 9~12의 범위에서 상대적으로 더 크게 나타났다. 세로돌출줄눈에 의한 흐름저항은 대부분 형상저항에 의한 것이며 그 등가조도높이는 수심규모로 발생할 수 있고 흐름저항에 미치는 영향이 매우 크다. 측벽의 세로돌출줄눈은 흐름저항을 증가시키고 최대유속의 발생위치를 수로의 횡단면 중앙방향으로 이동시키는 수단으로 사용될 수 있을 것이다.

관내 사각지주 후류의 유동현상에 대한 수치해석 (Numerical Analysis on Flow Phenomena of the Wake behind the Rectangular Obstacle in the Channel)

  • 민영위;김연수;김유곤
    • 한국전산유체공학회지
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    • 제6권2호
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    • pp.22-31
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    • 2001
  • The two-dimensional unsteady incompressible viscous flow behind rectangular bluff bodies between two parallel plates was analyzed numerically. The steady state flow and the vortex flow behind rectangular bluff bodies in the channel were investigated for two regimes i.e., the laminar(Re = 100, 300, 500) and the turbulent flows(Re = 10⁴∼10/sup 6/). The vortex shedding was generated by a physical disturbance(6%) numerically imposed at the rear of the bluff bodies for a short time. It was observed that the perturbed flow became periodic after a transient period. And in the case of unsteady inflow, the sinusoidal pulsatile flow was applied as the inlet condition in the turbulent flow of Reynolds number of 1.0×10/sup 5/. FLUENT code was employed to solve the problems. The power-law scheme was used to get stable linearized equations and the PISO algorithm was applied to finding the solution of them.

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PIV실험을 통한 급확대 축소 개방채널에 설치된 배플 주위의 유동장특성 (Characteristics of Flow Field around Baffle Located Sudden Expansion and Contraction Open Channel using PIV Measurements)

  • 이철재
    • Journal of Advanced Marine Engineering and Technology
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    • 제35권4호
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    • pp.468-474
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    • 2011
  • 급확대 축소 채널에 설치된 배플 주위의 유동장을 PIV기법으로 계측하고, 배플의 높이 변화에 따른 영향을 평가하였다. 유입유속과 배플 높이는 배플 후방의 재순환흐름에 크기와 유동패턴 및 배플의 상부를 지나는 수력점프 영역의 크기에 상호 영향을 준다. 레이놀즈수 $Re=4{\times}10^3$의 경우 유입유속의 증가에도 유속이 낮아지는 배플의 임계높이는 h/H=1.6전후로 추정된다.

사각 실린더 주위의 2차원 층류 유동해석과 LBM 해석 결과의 평가 (NUMERICAL SOLUTION OF LAMINAR FLOW OVER SQUARE CYLINDER IN A CHANNEL AND EVALUATION OF LBM SIMULATION RESULTS)

  • 김형민
    • 한국전산유체공학회지
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    • 제10권2호
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    • pp.30-37
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    • 2005
  • To evaluate LBM we performed the simulation of the unsteady two dimensional flow over a square cylinder in a channel in moderate Reynolds number range, $100\~500$ by using LBM and Fractional-Step method. Frist of all we compared LBM solution of Poiseuille flow applied Farout and periodic boundary conditions with the analytical solution to verify the applicability of the boundary conditions. For LBM simulation the calculation domain was formed by structured 500x100 grids. Prescribed maximum velocity and density inlet and Farout boundary conditions were imposed on the in-out boundaries. Bounceback boundary condition was applied to the channel and the cylinder waifs. The flow patterns and vortex shedding strouhal numbers were compared with previous research results. The flow patterns by LBM were in agreement with the flow pattern by fractional step method. Furthermore the strouhal number computed by LBM simulation result was more accurate than that of fractional step method through the comparison of the previous research results.

흐름 메카니즘에 의한 깔따구들의 분포(I) - 인공수로 실험 - (The Distribution of Chironomids by Flow Mechanisms - Artificial Channel Measurement -)

  • 이상호;이정민;박재현;송미영
    • 한국물환경학회지
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    • 제22권1호
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    • pp.150-158
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    • 2006
  • Over the past few years, many studies have been conducted on the flow, sediment movement, pollution transportation and scour etc. However, very few attempts have been made at the hydraulic studies reflecting upon the ecological function. The objective of this study is to examine the structures of the flow and turbulence in an open circular channel and their relationship to distribution of the organisms and chironomids. Under different flow conditions, the organic matter and some chironomids were injected into the channel. Using the obtained velocity data, the flow mechanisms and the turbulent shear stresses were analyzed. Organic matters and chironomids were distributed on the region that the velocity was slower and the turbulent shear stresses were smaller. Some habitat moved even though chironomids were inhabited. This phenomenon has relationship with the flow mechanism. Some chironomids have distributed around the habitat structure of a hemisphere. The secondary flow has affected the deposition of the organic matters and the distribution of chironomids.