• 제목/요약/키워드: hydraulic interaction

검색결과 178건 처리시간 0.024초

임펠러/벌류트의 상호작용을 이용한 원심펌프의 성능예측 (Performance Analysis on Centrifugal Pump Using Impeller/Volute Interaction)

  • 이기수;최창호;김진한;양수석
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2001년도 춘계 학술대회논문집
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    • pp.203-208
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    • 2001
  • Any circumferential variations of the impeller exit flow conditions influences on the volute inlet flow conditions. All these interactions are strongly coupled phd affect consequently the performance of centrifugal pumps. In this paper, a commercial CFD code, which solves three-dimensional quasi-steady Wavier-Stokes equations with an impeller/volute interaction, is used for the prediction of a centrifugal pump performance. The simplified model of an impeller/volute interaction requires affordable computing time and provides relevant results. As a result, detailed flow structures such as pressure rise, recovery and loss mechanism on the centrifugal pumps are obtained. Especially, hydraulic performances are compared between the case of impeller only and the case of impeller with volute configuration. In addition, pump performance at off-design operation are observed and discussed.

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RANS Simulation of a Tip-Leakage Vortex on a Ducted Marine Propulsor

  • Kim, Jin;Eric Peterson;Frederick Stern
    • Journal of Ship and Ocean Technology
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    • 제8권1호
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    • pp.10-30
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    • 2004
  • High-fidelity RANS simulations are presented for a ducted marine propulsor, including verification & validation (V&V) using available experimental fluid dynamics (EFD) data. CFDSHIP-IOWA is used with $\textsc{k}-\omega$ turbulence model and extensions for relative rotating coordinate system and Chimera overset grids. The mesh interpolation code PEGASUS is used for the exchange of the flow information between the overset grids. Intervals V&V for thrust, torque, and profile averaged radial velocity just downstream of rotor tip are reasonable in comparison with previous results. Flow pattern displays interaction and merging of tip-leakage and trailing edge vortices. In interaction region, multiple peaks and vorticity are smaller, whereas in merging region, better agreement with EFD. Tip-leakage vortex core position, size, circulation, and cavitation patterns for $\sigma=5$ also show a good agreement with EFD, although vortex core size is larger and circulation in interaction region is smaller.

정압 스러스트 베어링의 유체-구조물 사이의 상호작용에 관한 연구 (A Study on Fluid-Structure Interaction of a Hydrostatic Thrust Bearing)

  • 김병탁
    • 한국기계가공학회지
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    • 제5권3호
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    • pp.92-98
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    • 2006
  • In this study, the behavior characteristics of a hydrostatic thrust bearing used in hydraulic equipment was analyzed using a commercial finite element program, ADINA. The solid domain was modeled with the fluid domain simultaneously to solve the fully coupled problem, because this is a problem where a fully coupled analysis is needed in order to model the fluid-structure interaction(FSI). The results such as bearing deformation, stress, film thickness and lifting bearing force were obtained through FSI analysis, and then they were compared with the results calculated from the classical method, a single step sequential analysis. It was found that the result difference between two analyses was increased according to the injection pressure. Therefore, in case of high pressure loading, it is desirable to conduct the FSI analysis to examine the deformation characteristics of a hydrostatic slipper bearing.

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액체로켓용 터보펌프 인듀서/임펠러 상호작용에 대한 연구 (Numerical Studies on the Inducer/Impeller Interaction of a Liquid Rocket Engine Turbopump System)

  • 최창호;차봉준;양수석
    • 유체기계공업학회:학술대회논문집
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    • 유체기계공업학회 2002년도 유체기계 연구개발 발표회 논문집
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    • pp.33-40
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    • 2002
  • The hydraulic performance analysis of a pump system composed of an inducer and impeller for the application on turbopumps has been performed using three-dimensional Wavier-Stokes equations. A simple mixing-plane method and a full interaction method are used to simulate inducer/impeller interactions. The computations adopting two methods show almost similar results due to the weak interaction between the inducer and impeller since the inducer outlet blade angle is rather small. But, because the inducer and the impeller are closely spaced near the shroud region at the interface, flow angles at the impeller inlet show different results between two methods. Thus, the full interaction method predicted about $2\%$ higher pump performance than the mixing-plane method. And the effects of prewhirl at the impeller inlet are also investigated. As the inlet flow angle is increased, the head rise and the efficiency are decreased. The computational results are compared with experimental ones. The computational results at the design point show good agreements with experimental data. But the computation was found to under-predict the head rise at high mass flow rates compared to the experiment, further study must be followed in terms of the computation and experiment.

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수리적 굴착손상영역에서의 지하수유동 특성에 관한 연구 (Groundwater Flow Analysis around Hydraulic Excavation Damaged Zone)

  • 박종성;류동우;류창하;이정인
    • 터널과지하공간
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    • 제17권2호
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    • pp.109-118
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    • 2007
  • 굴착손상영역(EDZ)은 굴착으로 인해 현지 암반이 역학적으로 손상을 입게 되어 응력상태, 변위상태, 암반의 안정성, 지하수의 흐름상태 등에 변화가 일어나는 영역을 의미한다. EDZ의 역학적 특성과 관련한 많은 연구들이 수행되었지만, EDZ에서의 지하수 유동 특성에 관한 연구는 아직 부족한 수준이다. 본 연구에서는 굴착으로 인한 수리-역학 상호작용(coupling)에 의해 굴착면 주변의 수리적 간극값이 변하는 영역을 수리적 굴착 thstkdduddudr이라 정의하고, 이를 3차원 분리단열망(DFN)에 적용시켜 보았다. 이를 통해 수리적 간극변화가 3차원 불연속 망에서의 전반적인 지하수 유동에 미치는 영향을 파악하였다. 또한 3차원 DFN 지하수 유동 해석 시 주로 이용되는 수두 조건과 유량 조건의 적용성을 고찰하였다. 해석 결과 수리-역학적 상호거동에 의해 발생하는 굴착면 주변의 수리적 간극변화는 터널 내부로 유입되는 유량에 큰 영향을 미치는 것으로 나타났다. 또한 DFN 해석 시 다양한 경계조건에 따른 상이한 결과를 토대로 보다 합리적인 경계조건 설정에 대한 방향을 제시하였다. 마지막으로 실제 현장에서 수리해석을 실시한 자료를 바탕으로 수리적 간극 값의 변화를 고려할 때와 고려하지 않을 때의 유입유량 차이를 통해, 3차원 지하공동의 지하수 유동해석 시 수리적 간극 값의 변화를 고려하는 것이 보다 더 보수적인 결과를 나타내는 것을 확인하였다.

Experimental Investigation of Blade-To-Blade Pressure Distribution in Contra-Rotating Axial Flow Pump

  • Cao, Linlin;Watanabe, Satoshi;Honda, Hironori;Yoshimura, Hiroaki;Furukawa, Akinori
    • International Journal of Fluid Machinery and Systems
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    • 제7권4호
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    • pp.130-141
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    • 2014
  • As a high specific speed pump, the contra-rotating axial flow pump with two rotors rotating reversely has been proved with higher hydraulic and cavitation performance, while in our previous researches, the potential interaction between two blade rows was distinctly observed for our prototype rotors designed with equal rotational speed for both front and rear rotors. Based on the theoretical and experimental evidences, a rotational speed optimization methodology was proposed and applied in the design of a new combination of contra-rotating rotors, primarily in expectation of the optimized blade pressure distributions as well as pertinently improved hydraulic performances including cavitation performance. In the present study, given one stationary and two rotating frames in the contra-rotating rotors case, a pressure measurement concept taking account of the revolutions of both front and rear rotors simultaneously was adopted. The casing wall pressure data sampled in time domain was successfully transferred into space domain, by which the ensemble averaged blade-to-blade pressure distributions at the blade tip of two contra-rotating rotors under different operation conditions were studied. It could be seen that the rotor pair with the optimized rotational speed combination as well as work division, shows more reasonable blade-to-blade pressure distribution and well weakened potential interaction. Moreover, combining the loading curves estimated by the measured casing wall pressure, the cavitation performance of the rotor pairs with new rotational speed combination were proved to be superior to those of the prototype pairs.

Compressible Simulation of Rotor-Stator Interaction in Pump-Turbines

  • Yan, Jianping;Koutnik, Jiri;Seidel, Ulrich;Hubner, Bjorn
    • International Journal of Fluid Machinery and Systems
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    • 제3권4호
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    • pp.315-323
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    • 2010
  • This work investigates the influence of water compressibility on pressure pulsations induced by rotor-stator interaction (RSI) in hydraulic machinery, using the commercial CFD solver ANSYS-CFX. A pipe flow example with harmonic velocity excitation at the inlet plane is simulated using different grid densities and time step sizes. Results are compared with a validated code for hydraulic networks (SIMSEN). Subsequently, the solution procedure is applied to a simplified 2.5-dimensional pump-turbine configuration in prototype with different speeds of sound as well as in model scale with an adapted speed of sound. Pressure fluctuations are compared with numerical and experimental data based on prototype scale. The good agreement indicates that the scaling of acoustic effects with an adapted speed of sound works well. With respect to pressure fluctuation amplitudes along the centerline of runner channels, incompressible solutions exhibit a linear decrease while compressible solutions exhibit sinusoidal distributions with maximum values at half the channel length, coinciding with analytical solutions of one-dimensional acoustics. Furthermore, in compressible simulation the amplification of pressure fluctuations is observed from the inlet of stay vane channels to the spiral case wall. Finally, the procedure is applied to a three-dimensional pump configuration in model scale with adapted speed of sound. Normalized Pressure fluctuations are compared with results from prototype measurements. Compared to incompressible computations, compressible simulations provide similar pressure fluctuations in vaneless space, but pressure fluctuations in spiral case and penstock may be much higher.

AN EVALUATION OF THE APERIODIC AND FLUCTUATING INSTABILITIES FOR THE PASSIVE RESIDUAL HEAT REMOVAL SYSTEM OF AN INTEGRAL REACTOR

  • Kang Han-Ok;Lee Yong-Ho;Yoon Ju-Hyeon
    • Nuclear Engineering and Technology
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    • 제38권4호
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    • pp.343-352
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    • 2006
  • Convenient analytical tools for evaluation of the aperiodic and the fluctuating instabilities of the passive residual heat removal system (PRHRS) of an integral reactor are developed and results are discussed from the viewpoint of the system design. First, a static model for the aperiodic instability using the system hydraulic loss relation and the downcomer feedwater heating equations is developed. The calculated hydraulic relation between the pressure drop and the feedwater flow rate shows that several static states can exist with various numbers of water-mode feedwater module pipes. It is shown that the most probable state can exist by basic physical reasoning, that there is no flow rate through the steam-mode feedwater module pipes. Second, a dynamic model for the fluctuating instability due to steam generation retardation in the steam generator and the dynamic interaction of two compressible volumes, that is, the steam volume of the main steam pipe lines and the gas volume of the compensating tank is formulated and the D-decomposition method is applied after linearization of the governing equations. The results show that the PRHRS becomes stabilized with a smaller volume compensating tank, a larger volume steam space and higher hydraulic resistance of the path $a_{ct}$. Increasing the operating steam pressure has a stabilizing effect. The analytical model and the results obtained from this study will be utilized for PRHRS performance improvement.

Flow-induced vibrations of three circular cylinders in an equilateral triangular arrangement subjected to cross-flow

  • Chen, Weilin;Ji, Chunning;Alam, Md. Mahbub;Xu, Dong
    • Wind and Structures
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    • 제29권1호
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    • pp.43-53
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    • 2019
  • Vortex-induced vibration of three circular cylinders (each of diameter D) in an equilateral triangular arrangement is investigated using the immersed boundary method. The cylinders, with one placed upstream and the other two side-by-side downstream, are free to vibrate in the cross-flow direction. The cylinder center-to-center spacing L is adopted as L/D = 2.0. Other parameters include the Reynolds number Re = 100, mass ratio $m^*=2.0$, reduced velocity $U_r=2{\sim}15$ and damping ratio ${\zeta}=0$. Cylinder vibration responses are dependent on $U_r$ and classified into five regimes, i.e. Regime I ($U_r{\leq}3.2$), Regime II ($3.2<U_r{\leq}5.0$), Regime III ($5.0<U_r{\leq}6.4$), Regime IV ($6.4<U_r{\leq}9.2$) and Regime V ($U_r>9.2$). Different facets of vibration amplitude, hydrodynamic forces, wake patterns and displacement spectra are extracted and presented in detail for each regime.

투과성 해안구조물의 소상파 및 내부수위변동에 관한 수치모델링 (Numerical Modeling of Wave Run-up and Internal Set-up on and in Permeable Coastal Structures)

  • 남인식;김종욱;류청로
    • 한국해양공학회지
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    • 제16권5호
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    • pp.34-40
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    • 2002
  • A numerical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal four field the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Ocean Hydraulics in PKNU. Better aggrements were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.