• Title/Summary/Keyword: Reynolds shear stress

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Large-eddy Simulation of Transient Turbulent Flow in a Pipe (관 내 과도 난류유동에 대한 대형와 모사)

  • Jung, Seo-Yoon;Chung, Yong-Mann M.
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.32 no.9
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    • pp.720-727
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    • 2008
  • Time delay effects on near-wall turbulent structures are investigated by performing a large-eddy simulation of a transient turbulent flow in a pipe. To elucidate the time delay effects on the near-wall turbulence, we selected the dimensionless acceleration parameter which was used in the previous study. Various turbulent statistics revealed the distinctive features of the delay. It was shown that the dynamic Smagorinsky model is valid to capture the alterations of the turbulence physics well. A dimensionless time for the responses of the flow quantities was introduced to give the detailed information on the delay of the nearwall turbulence. The conditionally-averaged flow fields associated with Reynolds shear stress producing events show that sweep and ejections are closely related to the delays of the turbulence production and the turbulence propagation toward the pipe center. The present study suggested that the enhanced anisotropy of the turbulence in the initial and transient stages would be a challenging problem to standard turbulence models.

Numerical Simulation of Flow and Heat Transfer in Cooling Channel with a Staggered V-shaped Rib (엇갈린 V-형 리브가 부착된 냉각유로에서의 열유동 수치해석)

  • Myong, Hyon-Kook;Kim, Kwang-Yong
    • Proceedings of the KSME Conference
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    • 2008.11b
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    • pp.2448-2453
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    • 2008
  • The present study numerically investigates the flow and heat transfer characteristics of rib-induced secondary flow in a cooling channel with staggered V-shaped ribs, extruded on both walls. The rib-height-to-hydraulic diameter ration (h/$D_h$) is 0.17; the rib pitch-to-height ratio (p/h) equals 2.8; the Reynolds number is 50,000. Shear stress transport (SST) turbulence model is used as a turbulence closure. The present results are compared with those for a continuous V-shaped rib. Computational results show that, for average heat transfer rate the staggered V-shaped rib gives about 2.5 times higher values than the continuous V-shaped rib, while, for the streamwise pressure drop the former gives about 5 times higher values than the latter. Consequently, for the thermal performances, based on the equal pumping power condition, the staggered one gives about 2 times higher values than the continuous one. Also, for the staggered V-shaped rib, complex secondary flow patterns are generated in the duct due to the snaking flow in the streamwise direction, and more uniform heat transfer distributions are obtained.

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An Experimental Study on the Swirling Flow Field in the Tangentially Fired Furnace (접선식 배치로내의 선회유동장에 관한 실험적 연구)

  • ;;;Yoon, S. H.;Sim, J. K.;Song, H. B.
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.19 no.11
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    • pp.3003-3013
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    • 1995
  • The characteristics of the flow field in the tangentially fired furnace are presented. Experiments are conducted in the simplified cold type isothermal flow model. In the measurement of flow field, a hot wire anemometer is used. The hot wire was calibrated by lookup table method. The mean velocity field and turbulence characteristics are showed with changing the nozzle angle. In the center of the model, the low speed, unstable flow region is formed. The size and position of these regions are varied with changing the nozzle angle. It can be used as fundamental data in the design of the large furnace. From the experimental results, various turbulent characteristics of swirling flow field is obtained. And the entrainment mechanism of the jet flow field is described from the distribution of the skewness and the flatness. It can be used the raw data of approximate calculation and turbulent modelling.

Computations of Morphological Change using Various Methods for Shear Stress (전단응력 산정 방법에 따른 하상변동량 분석)

  • Lee, Seonmin;Choi, Sung-Uk
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.41-41
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    • 2015
  • 하천의 지형을 조사하고 계측하는 것은 하천을 연구하는 전문가들에게 필수적인 일이다. 하지만 하천의 지형을 계측하는 것은 쉽지 않으며, 조사를 하여도 유사의 이송으로 인하여 하천의 지형은 시간이 지남에 따라 변하게 된다. 그러므로 실험이나 모델링을 통하여 하천의 지형을 예측하고 모의하는 것은 중요한 연구이다. 모델링을 이용하여 유사이송에 의한 하상변동을 잘 예측하기 위해서는 하천의 복잡한 흐름을 정확히 모의하는 것이 중요하며 유사를 발생시키는 힘인 하상전단응력을 정확히 산정하는 것 또한 중요하다. 하상의 전단응력을 산정하는 방법으로는 대표적으로 로그법칙에 의한 방법, 레이놀즈응력 분포를 이용한 방법, 난류운동에너지를 이용한 방법 등이 있다. 앞서 말한 방법으로 산정된 전단응력 값은 차이를 보이며, 이는 하상변동을 정확히 모의하는 것에 문제를 발생시킬 수 있다. 따라서 본 연구에서는 곡선좌표계를 이용하여 3차원 유동 및 하상변동을 모의할 수 있는 수치모형을 이용하여 전단응력 산정 방법에 따른 하상변동량을 분석하는 것이다. 하천의 복잡한 흐름을 정확히 모의하기 위하여 본 연구에서는 RANS (Reynolds Averaged Navier-Stokes) 방정식을 3차원으로 해석하여 흐름 계산을 하였고 유사량 산정공식과 Exner 방정식을 이용하여 유사이송에 의한 하상변동을 계산하였다. 흐름 계산의 검증을 위하여 선행 연구의 실험을 대상으로 모의하였다. 그리고 곡선으로 된 실험 수로를 대상으로 전단응력 산

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Design Optimization on 2 Vane Pump of Wastewater Treatment for Efficiency Improvement (효율향상을 위한 폐수처리용 2 Vane 펌프 설계 최적화)

  • KIM, SUNG;MA, SANG-BUM;KIM, JIN-HYUK
    • Journal of Hydrogen and New Energy
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    • v.32 no.4
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    • pp.277-284
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    • 2021
  • This paper deals with multi-objective optimization using response surface method to improve the hydraulic performances of a 2 vane pump for wastewater treatment. For analyzing the internal flow field in the pump, steady Reynolds-averaged Navier-Stokes equations were solved with the shear stress transport turbulence model as a turbulence closure model. The impeller and volute variables were defined in the shape of the 2 vane pump. The objective functions were set to satisfy the total head at the design flow rate as well as to improve the efficiency. The hydraulic performance of the optimally designed shape was verified by numerical analysis results.

Advanced Design Technique for a Single-Channel Pump Based on the Main Performance Parameters (주요 성능변수를 근거한 단일채널펌프 설계기술)

  • KIM, SUNG;CHOI, YOUNG-SEOK;KIM, JIN-HYUK
    • Journal of Hydrogen and New Energy
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    • v.30 no.5
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    • pp.448-454
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    • 2019
  • This paper presents a high-efficiency design technique for developing the serialized models of a single-channel pump based on the diameter, flow rate and head as the main performance parameters. The variation in pump performance by changing of the single-channel pump geometry was predicted based on computational fluid dynamics (CFD). Numerical analysis was conducted by solving three-dimensional steady Reynolds-averaged Navier-Stokes equations with the shear stress transport (SST) turbulence model. The tendencies of the hydraulic performance depending on the pump geometry scale were analyzed with the fixed rotational speed. These performances were expressed and evaluated as the functionalization for designing the serialized models of a single-channel pump in this work.

Numerical investigation of water-entry characteristics of high-speed parallel projectiles

  • Lu, Lin;Wang, Chen;Li, Qiang;Sahoo, Prasanta K.
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.13 no.1
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    • pp.450-465
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    • 2021
  • In this study, an attempt has been made to investigate the water-entry characteristics of the high-speed parallel projectile numerically. The shear stress transport k-𝜔 turbulence model and the Zwart-Gerber-Belamri cavitation model based on the Reynolds-Averaged Navier-Stokes method were used. The grid independent inspection and grid convergence index is carried out and verified. The influences of the parallel water-entry on flow filed characteristics, trajectory stability and drag reduction performance for different values of initial water-entry speed (𝜈0 = 280 m/s, 340 m/s, 400 m/s) and clearance between the parallel projectiles (Lp = 0.5D, 1.0D, 2.0D, 3.0D) are presented and analyzed in detail. Under the condition of the parallel water-entry, it can be found that due to the intense interference between the parallel projectiles, the distribution of cavity is non-uniform and part of the projectile is exposed to water, resulting in the destruction of the cavity structure and the decline of trajectory stability. In addition, the parallel projectile suffers more severe lateral force that separates the two projectiles. The drag reduction performance is impacted and the velocity attenuation is accelerated as the clearance between the parallel projectiles reduces.

Extreme Design Load Case Analyses of a 5 MW Offshore Wind Turbine Using Unsteady Computational Fluid Dynamics (비정상 CFD 해석기법을 활용한 5 MW 해상풍력터빈 극한 설계하중조건 해석)

  • Kim, Dong-Hyun;Lee, Jang-Ho;Tran, Thanh-Toan;Kwak, Young-Seob;Song, Jin-Seop
    • Journal of Wind Energy
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    • v.5 no.1
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    • pp.22-32
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    • 2014
  • The structural design of a wind turbine must show the verification of the structural integrity of all load-carrying components. Also, design load calculations shall be performed using appropriate and accurate methods. In this study, advanced numerical approach for the calculation of design loads based on unsteady computational fluid dynamics (CFD) is presented considering extreme design load conditions such as the extreme coherent gust (ECG) and the 50 year extreme operating gust (EOG). Unsteady aerodynamic loads are calculated based on Reynolds average Navier-Stokes (RANS) equations with shear-stress transport k-ω(SST k-ω) turbulent model. A full three-dimensional 5 MW offshore wind-turbine model with rotating blades, hub, nacelle, and tower configuration is practically considered and its aerodynamic interference effect among blades, nacelle, and tower is also accurately considered herein. Calculated blade loads based on unsteady CFD method with respect to blade azimuth angle are compared with those by NREL FAST code and physically investigated in detail.

Numerical Simulation of Turbulent Flow in n Wavy-Walled Channel (파형벽면이 있는 채널 내의 난류유동에 대한 수치해석)

  • Park, Tae-Seon;Sung, Hyung-Jin
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.27 no.5
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    • pp.655-667
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    • 2003
  • Turbulent flow over a fully-developed wavy channel is investigated by the nonlinear $k-\varepsilon-f_\mu$ model of Park et al.(1) The Reynolds number is fixed at $Re_{b}$ = 6760 through all wave amplitudes and the wave configuration is varied in the range of $0\leq\alpha/\lambda\leq0.15$ and $0.25\leq{\lambda}/H\leq4.0$. The predicted results for wavy channel are validated by comparing with the DNS data of Maa$\beta$ and Schumann(2) The model performance Is shown to be generally satisfactory. As the wave amplitude increases, it is found that the form drag grows linearly and the friction drag is overwhelmed by the form drag. In order to verify these characteristics, a large eddy simulation is performed for four cases. The dynamic model of Germane et al.(3) is adopted. Finally, the effects of wavy amplitude on separated shear layer are scrutinized.

Loss Analysis by Impeller Blade Angle in the S-Curve Region of Low Specific Speed Pump Turbine

  • Ujjwal Shrestha;Young-Do Choi
    • New & Renewable Energy
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    • v.20 no.2
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    • pp.35-43
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    • 2024
  • A pump turbine is a technically matured option for energy production and storage systems. At the off-design operating range, the pump turbine succumbed to flow instabilities, which correlated with the pump turbine geometry. A low specific speed pump turbine was designed and modified according to the impeller blade angle. Reynolds-Average Navier-Stokes is carried out with a shear stress transport turbulence model to evaluate the detailed flow characteristics in the pump turbine. The impeller blade inlet angle (𝛽1) and outlet angle (𝛽2) are used to evaluate hydraulic loss in the pump turbine. When 𝛽1 changed from low to high value, the maximum efficiency is increased by 4.75% in turbine mode. The S-Curve inclination is reduced by 8% and 42% for changes in 𝛽1 and 𝛽2 from low to high values, respectively. At α = 21°, the shock loss coefficient (𝜁s) is reduced by 16% and 19% with increases of 𝛽1 and 𝛽2 from low to high values, respectively. When 𝛽1 and 𝛽2 values increased from low to high, the impeller friction coefficient (𝜁f) increased and decreased by 20% and 8%, respectively. Hence, the high 𝛽2 effectively reduced the loss coefficient and S-Curve inclination.