• Title/Summary/Keyword: curved channel

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Unsteady RANS computations of turbulent flow in a high-amplitude meandering channel (고진폭 만곡수로에서 난류흐름의 비정상 RANS 수치모의)

  • Lee, Seungkyu;Paik, Joongcheol
    • Journal of Korea Water Resources Association
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    • v.50 no.2
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    • pp.89-97
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    • 2017
  • Turbulent flow structure in the high amplitude meandering channel is complex due to secondary recirculation with helicoidal motions and shear layers formed by flow separation from the curved sidewall. In this work, the secondary flow and the superelevation of the water surface produced in the high-amplitude Kinoshita channel are reproduced by the unsteady Reynolds-averaged Navier-Stokes (RANS) computations using the VOF technique for resolving the variation of water surface elevation and three statistical turbulence models ($k-{\varepsilon}$, RNG $k-{\varepsilon}$, $k-{\omega}$ SST). The numerical results computed by a second-order accurate finite volume method are compared with an existing experimental measurement. Among applied turbulence models, $k-{\omega}$ SST model relatively well predicts overall distribution of the secondary recirculation in the Kinoshita channel, while all three models yield similar prediction of water superelevation transverse slope. The secondary recirculation driven by the radial acceleration in the upstream bend affects the flow structure in the downstream bend, which yields a pair of counter-rotating vortices at the bend apex. This complex flow pattern is reasonably well reproduced by the $k-{\omega}$ SST model. Both $k-{\varepsilon}$ based models fail to predict the clockwise-rotating vortex between a pair of counter-rotating vortices which was observed in the experiment. Regardless of applied turbulence models, the present computations using the VOF method appear to well reproduce the superelevation of water surface through the meandering channel.

Two-Dimensional Finite-Volume Unsteady-Flow Model for Shocks (충격파 모의를 위한 이차원 유한체적 비정상 흐름 모형)

  • Lee, Gil-Seong;Lee, Seong-Tae
    • Journal of Korea Water Resources Association
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    • v.31 no.3
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    • pp.279-290
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    • 1998
  • The height and speed of the shock wave are critical data in flood-control operations or in the design of channel walls and bridges along rivers with high flow velocities. Therefore, a numerical model is needed for simulating flow discontinuity over a wide range of conditions. In this study, a governing equation. As a Riemann solver Roe(1981)'s one is used. The model employs the modified MUSCL for handling the unstructured grids in this research. this model that adopts the explicit tradditional twl dimmensional dam break problems, two hydraulic dam break model is simulations, and a steady state simulation in a curved channel. Conclusions of this research are as follows : 1) the finite volume method can be combined with the Godonov-type method that is useful for modeling shocks. Hence, the finite volume method is suitable for modeling shocks. 2) The finite volume model combined with the modified MUSCL is successful in modeling shock. Therefore, modified MUSCL is proved to be valid.

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Numerical Simulation of Depth-Averaged Flow with a CDG Finite Element Method (CDG 유한요소법을 이용한 수심적분 흐름의 수치모의)

  • Kim, Tae Beom;Choi, Sung-Uk;Min, Kyung Duck
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.5B
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    • pp.447-457
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    • 2006
  • This paper presents a numerical model for the simulations of 2D depth-averaged flows. The shallow water equations are solved numerically by the Characteristic Dissipative Galerkin (CDG) finite element method. For validation, the developed model is applied to the hydraulic jump. The computed results are compared with the analytical solution, revealing good agreement. In addition, flow in a contracting channel showing standing waves is simulated. The calculated water surface profile appears to be qualitatively consistent with the observed data. The foregoing results indicate that the model is capable of simulating the abrupt change in flow field. Next, the model is applied to the flow in a $180^{\circ}$ curved channel. The simulated results show that the velocity near the inner bank is faster than that near the outer bank and the water depth near the inner bank is shallower than that near the outer bank. However, the simulated results show that the velocity distribution across the channel is almost uniform in the bend except the reach close to the end of the bend. This is due to the limitation of the governing equations in which the transverse convection of momentum by the secondary flows along a channel bend is not taken into account.

Flow Structure and Turbulence Characteristics in Meandering Channel (사행수로의 흐름구조 및 난류특성)

  • Seo, Il Won;Lee, Kyu Whan;Baek, Kyong Oh
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.5B
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    • pp.469-479
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    • 2006
  • In order to investigate characteristics of the primary flow and the secondary currents in meandering channels, the laboratory experiments were conducted in S-curved channels with angle of bend, $150^{\circ}$, and sinuosity of 1.52. The experimental conditions was decided varying average depth and velocity. Under these experimental conditions, spatial variations of the secondary currents in multiple bends were observed. The experimental results revealed that the distribution of primary flow in straight section is symmetric without respect to the experimental condition and the maximum velocity line of the primary flow occurs along the shortest path in experimental channel, supporting the result of previous works. The secondary currents in second bend became more developed than those in first bend. Particularly, the outer bank cell developed distinctively and the secondary current intensity was low at the straight section and high at the bends, periodically. Also, the secondary current intensity at the bends was as twice to three times as that at the straight section, and has its maximum value at the second bend. The turbulent flow characteristics of meandering channel was investigated with turbulent intensity of the primary flow and Reynolds shear stress. It was observed that the turbulent intensity is increasing when the velocity deviation of the primary flow is large whereas Reynolds shear stress increases when both the velocity deviation of the primary flow and the secondary current are large.

Frog-inspired programmable nano-architectures for skin patches and medical applications

  • Kim, Da Wan;Baik, Sang Yul;Kim, Jungwoo;Kim, Ji Won;Pang, Changhyun
    • Proceedings of the Korean Vacuum Society Conference
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    • 2016.02a
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    • pp.366-366
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    • 2016
  • Nanoscale observation of attachment systems of animals has revealed various exquisite multiscale architectures for essential functions such as gecko's locomotion, beetles' wing fixation, octopuses' sucking and crawling. In particular, the hierarchical 3-dimensional hexanonal nano-architectures in the tree frog's adhesion is known to have the capability of the enhancement of adhesion forces on the wet or rough surfaces due to the conformal contacts against rough surfaces and water-drainable micro channels. Here, we report that tree frog-inspired patches using unique artificial 3-dimensional hexagonal structures can be exploited to form reversibly enhanced adhesion against various highly curved and rough surfaces in dry and wet condition. To investigate the adhesion effect of micro-channels, we changed the arrangement of microstructure and spacing gaps between micro-channels. In addition, we introduced the 3-dimensional hexagonal hierarchical architectures to artificial patches to enhance to conformal contacts on the various rough surfaces such as skin and organs. Using the robust adhesion properties, we demonstrated the self-drainable and comfortable skin-attachable devices which can measure EKG (electrokardiogramme) for in-vitro diagnostics. As a result, bio-inspired programmable nano-architectures can be applied in versatile devices such as, medical patches, skin-attachable electronics etc., which would shed light on future smart, directional and reversible adhesion systems.

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Performance test for the compressor of 100kW APU (100kW급 보조동력장치용 압축기 성능시험)

  • Lim, Byeung-Jun;Cha, Bong-Jun;Yang, Soo-Seok;Lee, Kyoung-Jin;Baik, Ki-Young
    • Proceedings of the KSME Conference
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    • 2001.06e
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    • pp.655-660
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    • 2001
  • The performance test of a centrifugal compressor for APU(Auxiliary Power Unit) which is developed by the collaborative research of KARI and Samsung TechWin has been conducted. The investigated compressor consists of a curved inlet, a centrifugal impeller, a channel diffuser and a plenum chamber. The experiments were carried out in an open-loop centrifugal compressor test rig driven by a turbine. For three different diffusers, overall performance data were obtained at 80%, 90% and 97% of design speed. For the initially designed wedge-type diffuser, test results showed that the compressor was operated at a higher mass flow rate than the design requirement. By reducing the diffuser throat area, the compressor operating range was shifted to lower mass flow rate range. The test result of redesigned wedge-type diffuser showed high pressure loss. To reduce the diffuser loss, diffuser inlet radius was increased and airfoil-type of diffuser was adopted. This airfoil-type diffuser showed reasonal results in terms of design requirement.

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Experimental Study on the Effect of Tip Clearance of a Centrifugal Compressor (팁 간극 영향으로 인한 원심 압축기 성능특성 시험연구)

  • Cha, Bongjun;Lim, Byungjun;Yang, Sooseok;Lee, Daesung
    • The KSFM Journal of Fluid Machinery
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    • v.4 no.1 s.10
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    • pp.30-37
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    • 2001
  • The experimental study on the effect of axial clearance between the tip of impeller blades and stationary shroud has been performed. The investigated compressor, which is a part of a small auxiliary power unit engine, consists of a curved inlet, a centrifugal impeller, a channel diffuser and a plenum chamber. It was designed for a total pressure ratio of 4.3 and an efficiency of $77\%$ at design speed of 60,000 rpm. The experiments are carried out in an open-loop centrifugal compressor test rig driven by a turbine. For the four different clearance ratios Cr(clearance/impeller tip width) of 6.25, 10.93, 15.60 and 20.30 percent, the overall performance data are obtained at $97\%,\;90\%$ and $80\%$ of the design speed. The results show the overall pressure ratio decrease of $7.7\%$ and the efficiency loss of $8.7\%$ across the variation of clearance ratio near the design speed. It also indicates that the influence of tip clearance became weaker as the flow rate is reduced and the stable operating range is not significantly influenced by the change of clearance ratio.

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Measurement of turbulent flow characteristics of rotating square duct with a $90^{\circ}$ bend (회전하는 정사각단면의 $90^{\circ}$곡관내 난류유동에 관한 실험적 연구)

  • 이건휘;최영돈
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.19 no.9
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    • pp.2223-2236
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    • 1995
  • 0The fields of turbomachinery and electrical generators provide many examples of flow through rotating internal passages. At the practicing Reynolds number, most of the flow motion is three dimensional and highly turbulent. The proper understanding for the characteristics of these turbulent flow is necessary for the design of thermo-fluid machinery of a good efficiency. The flow characteristics in the rotating duct with curvature are very complex in practice due to the curvature and rotational effect of the duct. The understanding of the effect of the curvature on the structure and rotational effect of the duct. The understanding of the effect of the curvature on the structure of turbulence in the curved passage and the characteristics of the flow in a rotating radial straight channel have been well studied separately by many workers. But the combined effects of curvature and rotation on the flow have not been well understood inspite of the importance of the phenomena in the practical design process. In this study, the characteristics of a developing turbulent flow in a square sectioned 90.deg. bend rotating at a constant angular velocity are measured by using hot-wire anemometer to seize the rotational effects on the flow characteristics. As the results of this study, centrifugal forces associated with the curvature of the bend and Coriolis forces and centripetal forces associated with the rotational affect directly both the mean motion and the turbulent fluctuations.

A Kurtosis-based Algorithm for Blind Sources Separation Using the Cayley Transformation And Its Application to Multi-channel Electrogastrograms

  • Ohata, Masashi;Matsumoto, Takahiro;Shigematsu, Akio;Matsuoka, Kiyotoshi
    • 제어로봇시스템학회:학술대회논문집
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    • 2000.10a
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    • pp.471-471
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    • 2000
  • This paper presents a new kurtosis-based algorithm for blind separation of convolutively mixed source signals. The algorithm whitens the signals not only spatially but also temporally beforehand. A separator is built for the whitened signals and it exists in the set of para-unitary matrices. Since the set forms a curved manifold, it is hard to treat its elements. In order to avoid the difficulty, this paper introduces the Cayley transformation for the para-unitary matrices. The transformed matrix is referred to as para-skew-Hermitian matrix and the set of such matrices forms a linear space. In the set of all para-skew-Hermitian matrices, the kurtosis-based algorithm obtains a desired separator. This paper also shows the algorithm's application to electrogastrogram datum which are observed by 4 electrodes on subjects' abdomen around their stomachs. An electrogastrogram contains signals from a stomach and other organs. This paper obtains independent components by the algorithm and then extracts the signal corresponding to the stomach from the data.

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Building test bed of submerged gabion groyne to prevent bank erosion of curved channel (하천 만곡부 세굴 방지를 위한 잠형 수제 Test bed 구축)

  • Kim, Chang Sun;Lim, Dae Sik;Chung, Sun Kil;Lee, Hyun Jae;Hyun Jae, Lee
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.86-86
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    • 2019
  • 일반적으로 하천에 설치하는 각종 이수 및 치수 시설물들은 각각의 고유기능을 충분히 발휘하도록 계획하고 설치하고 있으나, 이러한 하천 시설물 중에는 하천의 자연 환경에 부정적인 영향을 일으킬 수 있는 환경과 조화롭지 못한 시설물이 있기도 하다. 하도 만곡부에 설치하는 전통적인 수제, 즉 하안부에서 수로 중심방향으로 돌출하는 형식의 횡수제, 역시 외곽부 하안의 침식을 방지하기 위해 설치하는 시설물이지만 하천의 자연환경 측면에서는 바람직하지 못 한 현상을 일으키기도 한다. 본 연구에서 소개하는 잠형의 방틀공 수제는 하안부에 돌출하여 설치하는 기존 수제와 달리 만곡부 외측 하안에 근접하여 유수 방향으로 하상에 고정시키고 홍수 시에는 잠길 수 있는 높이로 방틀공을 설치하여 하천수의 흐름을 제어하는 시설물이다. 이와 같은 시설물은 만곡부에서 발생하는 2차류 흐름을 방지하고 유수의 수충력을 흡수 혹은 반사시킴으로써 하안부를 세굴로부터 보호할 뿐만 아니라 심각한 하상 세굴과 퇴적을 완화하는 하도의 안정 기능도 발휘하게 된다. 치수의 기능 외에도 하천 환경 측면에서는 수제의 안쪽에 형성되는 못 (pool)에 다양한 생물이 서식하는 서식기능을 담당하기도 한다. 본 고에서는 현재까지 국내에 설치한 사례가 없는 잠형 방틀형 수제의 효과를 검증하기 위해 강원도 양양 남대천에 구축하는 Test bed를 소개하고자 한다. 산지하천의 만곡부 하안부를 세굴로부터 보호하기 위해 설치하는 잠형 수제에 대한 Test bed 구축 배경과 설치 과정 등을 소개하여 이와 관련한 하천 기술자들에게 새로운 패러다임의 수제 설계가 이루어질 수 있는 계기를 제공하고자 한다.

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