• Title/Summary/Keyword: 와류구조

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Study on the Shape of Appendage for the Reduction of Motion of Floating Wind Turbine Platforms (부유식 풍력 하부구조물의 운동 저감을 위한 부가물 형상 연구)

  • Dae-Won Seo;Jaehyeon Ahn;Jungkeun Oh
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.28 no.7
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    • pp.1201-1208
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    • 2022
  • In general, to maximize the supply and efficiency of floating offshore wind power generation energy, the motion caused by wave attenuation of the substructure must be reduced. According to previous studies, the motion response was reduced due to the vortex viscosity generated by the damping plate installed in the lower structure among the waves. In this study, a 5 MW semi-submersible OC5 platform and two platforms with attenuation plates were designed, and free decay experiments and numerical calculations were performed to confirm the effect of reducing motion due to vortex viscosity. As a result of the model test, when the heave free decay tests were conducted at drop heights of 30 mm, 40 mm, and 50 mm, compared with the OC5 platform, the platform with two types of damping plates attached had relatively improved motion damping performance. In the model test and numerical calculation results, the damping plate models, KSNU Plate 1 and KSNU Plate 2, were 1.1 times and 1.3 times lower than OC5, respectively, and the KSNU Plate 2 platform showed about two times better damping performance than OC5. This study shows that the area of the damping plate and the vortex viscosity are closely related to the damping rate of the heave motion.

An experimental study on the Free stream turbulence of Floating body with vertical plate (연속부착된 수직평판을 갖는 부유구조물 후류의 자유유동 난류강도에 대한 실험적연구)

  • Kim, Ho;Oh, Kyoung-Gun;Gim, Ok-Sok;Lee, Gyoung-Woo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2007.12a
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    • pp.125-126
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    • 2007
  • In this paper, the floating body with vertical plate is introduced with a study on the flow patterns and characteristics in around the floating body by using 2 frame particle tracking method. This paper introduce an analysis method to predict the characteristics if flow around the neighboring fields if Floating Body with vertical plate in order to investigate a high performance model. Flow visualization has conducted in a drcu1ating water channel by a high speed camera and etc. Flow phenomena according to turbulence intensity distribution and flow separation around the floating body with vertical plate were obtained by two-dimensional PIV system.

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A Study on Flow Characteristic due to the Periodic Velocity Fluctuation of Upstream at Single Tube (단일 원관에서 전방류의 주기적인 속도 변동에 따른 유동 특성에 관한 연구)

  • Ha, Ji-Soo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.4
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    • pp.613-618
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    • 2019
  • The flow-induced vibration in a heat exchanger may cause the damage to piping. Therefore, it is necessary to establish the flow induced vibration characteristics for the structural stability of a heat exchanger. The purpose of this study was to compare the generation, development, and separation characteristics of a vortex around a circular tube with respect to time when the flow velocity of the inlet was fluctuating constantly and periodically. The time characteristics of lift and drag and the PSD characteristics were also investigated. In the case of a constant inlet flow velocity, the well-known Kalman vorticity distribution was shown. The vortex generation, growth, and separation were also observed alternately at the upper and lower sides of the tube. In the case of periodic inlet flow velocity, the vortex occurred simultaneously in the upper and lower sides of the tube. In the case of constant inlet flow velocity, the magnitude of the lift PSD was 500 times larger than that of drag. The frequency was 31.15 Hz and that of drag was doubled at 62.3 Hz. In case of a periodic inlet flow velocity, the PSD of the drag was approximately 500 times larger than that of lift. The frequency was 15.57 Hz, which was the same as the inlet-flow velocity frequency. In addition, the frequency of lift was 31.15 Hz, which was the same Karman vortex frequency.

Computational analysis of coupled fluid-structure for a rotor blade in hover (정지 비행하는 로터 블레이드의 전산 유체-구조 결합 해석)

  • Kim, Hae-Dong
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.36 no.12
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    • pp.1139-1145
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    • 2008
  • numerical study on the coupled fluid-structure for a rotor blade in hover was conducted. Computational fluid dynamics code with enhanced wake-capturing capability is coupled with a simple structural dynamics code based on Euler-Bernoulli's beam equation. The numerical results show a reasonable blade structural deformation and aerodynamic characteristics.

Validation of the aeromechanics for hingeless rotor using geometrically exact beam model (기하학적 정밀 보 모델을 이용한 무힌지 로터 구조/공력 하중 검증)

  • Han-Yeol Ryu
    • Journal of Aerospace System Engineering
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    • v.17 no.1
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    • pp.24-32
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    • 2023
  • This paper studied HART II in descending flight using rotorcraft analysis code based on geometrically exact beam (GEB) model. The present GEB model expressed by a mixed variational formulation could capture the geometrically nonlinear behavior of the blade without arbitrary assumptions. In previous results, correlation of airloads with structural moments for HART II was not as good as blade deflections. However, in present results, predictions of airloads and structural loads are fairly correlated with measured data.

Finite Element Dynamic Analysis of a Vertical Pile by Wave and Tidal Current (파도와 조류에 의한 수직 파일의 유한요소 동적거동 해석)

  • 박문식
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.17 no.2
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    • pp.183-192
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    • 2004
  • New dynamic analysis procedures lot the vertically drilled sea water pile are suggested and demonstrated by the typical design Problem. Pile structure submerged in the sea water as well as forces by the ocean waves and tidal currents are modeled and formulated by finite element method. To obtain wave forces for the finite element equation, Airy's wave theory is tested and selected among others. Lateral lifting forces induced by the vortex shedding of current flow is simply based on the harmonic function with the Strouhal frequency and lifting coefficient. Natural frequencies and frequency responses for the pile are calculated by NASTRAN using the results of the formulation. Dynamic displacement and stress results obtained by these procedures are shown to be applicable to predict the dynamic behaviors of the ocean pile by the wave and lifting forces as a preliminary design analysis.

Flow Characteristic of Artificial Upwelling by CFD (CFD를 이용한 인공용승류 특성 연구)

  • Lee, Hwang Ki;Kim, Jongkyu;Lee, Moon Ock;Kim, Hyeon-Ju;Otake, Shinya
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.27 no.6
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    • pp.419-423
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    • 2015
  • The flowing caused by artificial upwelling structure occurs ascending water flowing and vortex of rear side. In this moment, plentiful nutrient in the bottom water moves to the surface of the water and makes those plankton and fishing ecology promoted so that the fishing productivity can be enhanced. In this study, the changes of the upwelling flowing is included in consideration of the conditions of stratification by using CFD. In the conclusion, the closer upwelling effect is from the artificial upwelling structure, the better effectiveness comes out. Regardless of the conditions of stratification, only the upwelling feature from the bottom to the surface was shown up. But considering the conditions of stratification, the repeated flowing feature between upwelling and downwelling was verified.

Hydraulic Analysis of Air-core Patterns with Various Discharge and Improving Inlet Part of the Underground Bypass Model (유량변화와 지하방수로 유입구모형의 개선에 따른 공기공동양상의 수리학적 분석)

  • Park, Sung Won;Kim, Hyung-Jun;Rhee, Dong Sop
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.369-369
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    • 2016
  • 홍수피해 저감을 위한 지하방수로나 지하저류지 등은 홍수 방어를 위한 도심 내의 토지 확보 부담을 줄이며, 집중 호우 발생 시 내수를 초기에 신속하게 배제하여 제내지 침수 피해를 줄이는데 효율적으로 활용된다. 미국 및 일본, 홍콩과 같은 외국에서는 이미 지하방수로 및 지하저류지를 활용한 홍수피해 저감방안을 수립하여 활용하고 있으며, 최근 국내에서도 치수 계획 수립 시 지하방수로 혹은 지하저류지 시설 도입이 활발히 검토되고 있으나 적용사례가 전무하여 제반기술이 부족하고 많은 시행착오가 예상된다. 제반설계기술의 경우는 구조적인 방안이 모색되어야 하며 대표적으로, 지하방수로 유입구 형상이, 동일한 흐름조건에 대한 유량배제효율에 가장 지배적인 영향인자로 알려진 바 있으며 다양한 유입구 형상설계방안이 기존 실험적 연구 및 외국 설계지침에 제안된 바 있다. 지하방수로는 접근 수로를 통해 유입된 유량이 유입구를 지나며 가속되어 와류 흐름을 형성하며 수직 갱도로 유입되는 구조를 갖기 때문에 지하방수로의 방류 효율을 높이기 위해서는 유입구에서 흐름 특성을 파악하는 것이 중요하다. 이때 유입흐름특성이 사류일 경우 혹은 급격하게 유입 유량이 많아지는 경우 수직 갱도 내에 공기 공동이 형성되어 구조물 파손, 와류의 발생으로 인한 배제효율 감소 등의 피해를 야기할 수 있으므로 수리학적으로 규명할 필요가 있다. 따라서 본 연구에서는 지하방수로의 기존 유입구형상에 대한 장단점을 비교하고, 개선점을 적용하여 수리모형을 제작하여 개수로 실험장치에 설치하고 다양한 유입흐름조건에 따라 수리실험을 수행하였다. 그 결과 유입흐름조건에 따라 발생하는 유입구의 공기 공동의 발달 및 소멸 그리고 규모변화를 정량적으로 분석하여, 유입부의 가능 단면적이 큰 수직갱도인 경우, 유량배제 효율이 감소되는 분석결과에 적절하게 일치하였으며, 본 연구결과는 향후 지하방수로 설계의 제반기술의 수립 시 효율적인 활용이 가능하다.

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PIV Measurement of Pulsatile Flows in 3D Curved Tubes Using Refractive Index Matching Method (3차원 곡관에서의 굴절률 일치법을 이용한 맥동 유동의 PIV 측정)

  • Hong, Hyeon Ji;Ji, Ho Seong;Kim, Kyung Chun
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.40 no.8
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    • pp.511-517
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    • 2016
  • Three-dimensional models of stenosis blood vessels were prepared using a 3D printer. The models included a straight pipe with axisymmetric stenosis and a pipe that was bent $10^{\circ}$ from the center of stenosis. A refractive index matching method was utilized to measure accurate velocity fields inside the 3D tubes. Three different pulsatile flows were generated and controlled by changing the rotational speed frequency of the peristaltic pump. Unsteady velocity fields were measured by a time-resolved particle image velocimetry method. Periodic shedding of vortices occurred and moves depended on the maximum velocity region. The sizes and the positions of the vortices and symmetry are influenced by mean Reynolds number and tube geometry. In the case of the bent pipe, a recirculation zone observed at the post-stenosis could explain the possibility of blood clot formation and blood clot adhesion in view of hemodynamics.

Numerical Study of Stably Stratified Flow over a Three­dimensional Hill in a Channel (성층화된 수로에서 3차원 Hill에 의한 유속장 변동)

  • 박성은;김동선;이충일;황재동;윤종휘;조규대
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.9 no.2
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    • pp.73-77
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    • 2003
  • This study focuses on illustrating the effect of a hill on current filed at a channel, and the topographic effects of the hill were studied with various numerical experiments. The model experiments showed that stratification as well as bottom topography had influence on current fields around the hill. Due to stratification effect, Karman vortex formed behind the hill by bottom topography made effects on water movement only in the deep layer. The vortex reduced density field around the hill which resulted in the stratification in the water column, and which also resulted in the movement of isopycnic surface to deep layer both in front and back of the hill. The water in the back of the hill moved upward along ispycnic surface afterward. From these effects, velocity pattern in vertical direction around the hill showed opposite direction, downwrad in front of the hill and upward in the back. However, the upward flows did not seem to have any significant influence on the water conditions in the surface layer, even though strong upward flows were found on both side of the hill.

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