• Title/Summary/Keyword: Circular water channel

검색결과 65건 처리시간 0.023초

포텐셜 기저 패널법에 의한 프로펠러 보호터널의 형상변화에 관한 연구 (Study on tunnel geometry protecting a propeller using potential based panel method)

  • 서성부
    • Journal of Advanced Marine Engineering and Technology
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    • 제31권5호
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    • pp.614-621
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    • 2007
  • The fishing boat propulsion system employing the modified stern shape and the tunnel to protect a propeller is developed to increase the cruise speed and reduce he problem resulting from the open propeller accidentally catching the waste net and able on the sea. Using 3 different tunnel types, the model test was performed in the circular water channel and the panel method based on the potential theory is applied to analyze the open water performance of the propeller. In the numerical analysis using he potential-based panel method, it calculates the hydrodynamic interaction between the propeller and the tunnel and evaluates the effect of the tunnel geometry. From the numerical and experimental results differing tunnel geometries, the propulsion efficiency is increased by the larger diameter of the inlet than the outlet of the tunnel and the smaller gap between the propeller tip and the tunnel internal surface. These results provide the information of the propeller system with the tunnel and the hydrodynamic interaction between the propeller and the tunnel.

천해역에 방류되는 원형 다공바닥젵의 유속구조 (Velocity Structure of Wall Jet Originating from Circular Orifices in Shallow Water)

  • 김대근;서일원
    • 한국환경과학회지
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    • 제11권10호
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    • pp.1039-1044
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    • 2002
  • In this study, breakwater model which has several outlet pipes to discharge water is settled in the experimental open channel and mean velocity distributions of multi wall jet are measured. The length of zone of flow establishment of wall jet is shorter than that of free jet and decay rate of jet centerline longitudinal velocity along x is linear in $0.3{leq}x/I_p{leq}17$. The rate of vertical width and lateral width spreading of multi wall jet is respectively 0.0753, 0.157.

오일펜스의 tip 형상이 후류유동에 미치는 영향에 관한 연구 (Effect of tip configuration of an oil fence on wake structure behind the fence)

  • 고민석;이상준;이정묵;정상국
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집E
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    • pp.772-776
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    • 2001
  • The flow structures of turbulent shear layer behind oil fences with different tip configurations were investigated experimentally using flow visualization and PIV velocity field measurement. An oil fence was installed in a circulating water channel and the flow structure around the fence tip was mainly analyzed in this experiment. The four tip configurations tested in this experiment are knife edge; semi-circle edge, circular edge and rectangular edge. The 300 instantaneous velocity fields were measured using the single-frame PIV system and they were ensemble averaged to give the mean velocity field and spatial distribution of turbulent statistics. Free stream velocity was fixed at 10ms/sec and the corresponding Reynolds number based on the fence height was Re=4000. As a result, for the oil fence with rectangular edge, the streamwise velocity component was decreased. On the other hand it was increased for the oil fence with circular edge. For all four fences tested in this study, general flow pattern of the lower shear layer is analogous but the upper layer shows difference depending on the tip configurations. The oil fence with circular edge has more diffusive upper shear layer than that of the others. The shear layer of the oil fence with rectangular edge has relatively thin thickness. The oil fence with circular edge was found to be proper shape for tandem fence.

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Flow Structure of the Wake behind an Elliptic Cylinder Close to a Free Surface

  • Daichin;Lee, Sang-Joon
    • Journal of Mechanical Science and Technology
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    • 제15권12호
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    • pp.1784-1793
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    • 2001
  • The flow fields around an elliptic cylinder of axis ratio AR=2 adjacent to a free surface were investigated experimentally using a water channel. The main objective is to understand the effect of the free surface on the flow structure in the near-wake. The flow fields were measured by varying the depth of cylinder submergence, for each experimental condition, 350 velocity fields were measured using a single-frame PIV system and ensemble-averaged to obtain the spatial distribution of turbulent statics. For small submergence depths a large-scale eddy structure was observed in the near-wake, causing a reverse flow near the free surface, downstream of the cylinder. As the depth of cylinder submergence was increased, the flow speed in the gap region between the upper surface of the cylinder and the free surface increased and formed a substantial jet flow. The general flow structure of the elliptic cylinder is similar to previous results for a circular cylinder submerged near to a free surface. However, the width of the wake and the angle of downward deflection of the shear layer developed from the lower surface of the elliptic cylinder are smaller tan those for a circular cylinder.

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Viscoelastic Fluid Flow in a Sudden Expansion Circular Channel as a Model for the Blood Flow Experiments

  • Pak, Bock-Choon;Kim, Cheol-Sang
    • 대한의용생체공학회:의공학회지
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    • 제11권2호
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    • pp.233-242
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    • 1990
  • In the current flow visualization studies, the role of non-Newtonian characteristics (such as shearra to dependent viscosity and viscoelasticity ) on flow behavior across the sudden ex- pansion step in a circular pipe as a model for blood flow experiments is investigated over a wide range of Reynolds numbers. The expansion ratios tested are 2.000 and 2.667 and the range of the Reynolds number covered in the current flow visualization tests are 10~35, 000 based on the inlet. diameter. The reattachment longuEs for the viscoelastic fluids in the lami- nar flow regime are found to be much shorter than those for the Newtonian fluid. In addition it decreases significantly with increasing concentration of viscoelastic fluids at the same Reynolds number. However, in the turbulent flow regime, the reattachment length for the viscoelastic fluids Is two or three times longer than those for water, and gradually increases with increasing concentration of viscoelastic solutions, resulting In 25 and 28 step-height dis- tances for 500 and 1, 000 lpm ployacrylamide solutions, respectively. This may be due to the fact that the elasticity in pobacrylamide solutions suppresses the eddy motion and controls separation and reattachment behavior in the sudden expansion pips flow.

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과부하 원형맨홀에서의 손실계수 산정을 위한 실험적 연구 (An Experimental Study for Estimation of Head Loss Coefficients at Surcharged Circular Manhole)

  • 김정수;송주일;장석진;윤세의
    • 한국수자원학회논문집
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    • 제41권3호
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    • pp.305-314
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    • 2008
  • 도시 우수 배수 시스템에서 우수 관거는 개수로 흐름 상태로 가정하여 설계되었기 때문에 맨홀에서의 에너지 손실은 일반적으로 중요하게 고려되지 않았다. 그러나 과부하흐름에서 에너지 손실은 관거의 배수능력을 저하시켜 도심지역의 침수피해를 가중시키는 요인이 된다. 그러므로 과부하 맨홀 내에서의 수두 손실을 분석할 필요가 있다. 본 연구에서는 맨홀에 대한 문헌조사 및 현장조사를 실시하여 실험장치 제작과 실험조건을 선정하였다. 선정된 실험조건인 인버트 형상 조건(CASE A, B, C), 단차 조건(CASE I, II, III) 및 실험 유량($1.0\;{\sim}\;5.6\;{\ell}/sec$)을 변화시키면서 실험을 실시하였다. 맨홀 직경($D_m$)과 유입관경($D_{in}$)의 비($D_m/D_{in}$)가 증가할수록 손실계수가 증가하였으며, 맨홀 수심($h_m$)과 유입관거 직경($D_{in}$)의 비($h_m/D_{in}$)가 $1.0{\sim}1.5$일 때 손실계수가 가장 크게 산정되었다. 또한, CASE A, B, C의 평균 손실계수는 각각 0.45, 0.37, 0.3으로 산정되었다. 맨홀에 U자형 인버트를 설치하면, 원형 맨홀에서 에너지 손실을 저감시킬 수 있다. 또한 산정된 맨홀에서의 손실계수는 과부하흐름을 고려한 우수 관거 설계에 활용될 수 있다고 판단된다.

평판 위 흐름 Defect Law 영역의 난류 특성 연구 (Investigation of Turbulence Characteristics of Defect Law Region over Flat plate)

  • 서성부;박일룡;정광효;임정관;김광수;김진
    • 한국해양공학회지
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    • 제28권4호
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    • pp.268-273
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    • 2014
  • To investigate the turbulence characteristics within the boundary layer over a flat plate, an experimental study was performed using a PIV technique in a circular water channel. For two water velocities, 0.92 and 1.99 m/s, the water velocity profiles were taken and analyzed to determine turbulent characteristics such as the Reynolds stress, Taylor micro-length scale, and Kolmogorov length scale within the defect law region of the boundary layer. These analysis methods may be applied to research on the friction drag reduction technology using micro-bubbles or an air sheet over the surface of a ship's hull, because the physical reason for the friction drag reduction could be found by understanding the variation of the turbulence characteristics and structures in the boundary layer.

협착관내 층류유동에서 물의 결빙현상 (Ice-formation phenomena for laminar water flow in a stenotic tube)

  • 서정세;김무근;노승탁;임장순
    • 설비공학논문집
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    • 제10권1호
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    • pp.11-21
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    • 1998
  • A numerical study is made on the ice-formation for water flow inside a stenotic tube. The study takes into account the interaction existing between the laminar flow and the stenotic port in the circular tube. In the solution strategy, the present study is substantially distinguished from the existing works In that the complete set of governing equations in both the solid and liquid regions are resolved. In a channel flow between parallel plates, the agreement of predictions and available experimental data is very good. Numerical results are mainly obtained by varying the height and length of a stenotic shape and additionally for several temperatures of the wall and inlet of tube. The results show that the shape of stenotic port has the great effect on the thickness of the solidification layer in the tube. As the height of a stenosis grows and the length of a stenosis decreases, the ice layer thickness near the stenotic port is thinner due to backward flow caused by the sudden expansion of water tunnel. It is also found that the ice layer becomes more fat In accordance with Reynolds number and the temperature of the wall and inlet of tube decreased.

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절리암반내 지하수 및 주입재의 유동특성에 관한 연구 (A Study on the Flow Characteristics of Groundwater and Grout in Jointed Rock)

  • 문현구;송명규
    • 한국지반공학회논문집
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    • 제15권5호
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    • pp.229-240
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    • 1999
  • 본 논문에서는 유한차분법, 채널망 해석법 및 절리망 해석법 등 다양한 해석기법을 이용하여 개별 암석절리 및 절리암반에서의 지하수 유동과 주입재의 유동거동을 연구하였다. 유동거동은 두개의 상이한 관찰규모, 즉 변화하는 간극분포를 가진 실험실 규모의 거친 절리면과 3개의 절리군에 속한 단절된 절리들을 포함하고 있는 현장 규모의 절리암반에 대해 수행되었다. 단일절리에서의 유동해석결과 물과 주입재 모두 간극분포에 의존하는 채널흐름의 특성을 확인할 수 있었다. 유한차분법과 기존의 이론해에 의한 유량 계산결과를 비교 분석하였다. 절리암반의 경우 절리의 수와 굴착된 원형공동의 직경을 증가시키면서 공동내부로의 지하수 유입량을 분석하였다. 이 분석에는 절리망 해석법과 Goodman의 이론해를 사용하여 결과를 비교하였다. 또한 절리망 해석법의 경계효과, 절리망의 비균질성이 지하수 유동에 미치는 영향 등을 논의하였다.

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해류발전 로터의 개발 (Development of Current Generation Rotor)

  • 조철희;김경수;민경훈;정광식
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 춘계학술대회 논문집
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    • pp.75-79
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    • 2002
  • In this research, a design guideline of current generating rotor and acceptable field rotor in offshore environment is proposed. To design rotor model, wind mill rotor design principles and turbine theories were applied based on a field rotor experimental data. To verify the compatibility of the rotor design method and to analyze the properties of design factors, 3 rotor models were designed and experimented in a circular water channel. Three rotor models were designed according to different blade numbers and blade shapes. With various flow velocities and rotor rpm, the rotor power and efficiency were measured and the properties of rotor were estimated. The results can be effectively applied to the design of current generation rotor.

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