• 제목/요약/키워드: wind intensity

검색결과 437건 처리시간 0.025초

A neural network shelter model for small wind turbine siting near single obstacles

  • Brunskill, Andrew William;Lubitz, William David
    • Wind and Structures
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    • 제15권1호
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    • pp.43-64
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    • 2012
  • Many potential small wind turbine locations are near obstacles such as buildings and shelterbelts, which can have a significant, detrimental effect on the local wind climate. A neural network-based model has been developed which predicts mean wind speed and turbulence intensity at points in an obstacle's region of influence, relative to unsheltered conditions. The neural network was trained using measurements collected in the wakes of 18 scale building models exposed to a simulated rural atmospheric boundary layer in a wind tunnel. The model obstacles covered a range of heights, widths, depths, and roof pitches typical of rural buildings. A field experiment was conducted using three unique full scale obstacles to validate model predictions and wind tunnel measurements. The accuracy of the neural network model varies with the quantity predicted and position in the obstacle wake. In general, predictions of mean velocity deficit in the far wake region are most accurate. The overall estimated mean uncertainties associated with model predictions of normalized mean wind speed and turbulence intensity are 4.9% and 12.8%, respectively.

NREL 5 MW 풍력발전기의 기본 제어기에 대한 특성 고찰 (Investigation on Characteristics of the Baseline Controller for NREL 5 MW Wind Turbine)

  • 김종화;문석준;신윤호;원문철
    • 풍력에너지저널
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    • 제3권2호
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    • pp.34-41
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    • 2012
  • The paper is focusing on investigating the control characteristics of the baseline controller of 5 MW wind turbine provided by NREL(National Renewable Energy Laboratory). The baseline controller consist of two control logics, a maximum power tracking control below the rated wind speed and a constant power control above the rated wind speed. In the low wind speed, the mean generator power for changing the turbulent intensity and the optimal constant is studied through numerical simulations using FAST program. On the other hand, the constant power control logic and the constant control logic are compared in the high wind speed. It is confirmed that optimal constant is closely related to the turbulent intensity in low wind speed region and the constant torque control has better performance than the constant power control with respect to mechanical load in high wind speed region.

Wind characteristics in the high-altitude difference at bridge site by wind tunnel tests

  • Zhang, Mingjin;Zhang, Jinxiang;Li, Yongle;Yu, Jisheng;Zhang, Jingyu;Wu, Lianhuo
    • Wind and Structures
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    • 제30권6호
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    • pp.547-558
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    • 2020
  • With the development of economy and construction technology, more and more bridges are built in complex mountainous areas. Accurate assessment of wind parameters is important in bridge construction at complex terrain. In order to investigate the wind characteristics in the high-altitude difference area, a complex mountain terrain model with the scale of 1:2000 was built. By using the method of wind tunnel tests, the study of wind characteristics including mean wind characteristics and turbulence characteristics was carried out. The results show: The wind direction is affected significant by the topography, the dominant wind direction is usually parallel to the river. Due to the sheltering effect of the mountain near the bridge, the wind speed and wind attack angle along the bridge are both uneven which is different from that at flat terrain. In addition, different from flat terrain, the wind attack angle is mostly negative. The wind profiles obey exponential law and logarithmic law. And the fitting coefficient is consistent with the code which means that it is feasible to use the method of wind tunnel test to simulate complex terrain. As for turbulence characteristics, the turbulence intensity is also related to the topography. Increases sheltering effect of mountain increases the degree of breaking up the large-scale vortices, thereby increasing the turbulence intensity. Also, the value of turbulence intensity ratio is different from the recommended values in the code. The conclusions of this study can provide basis for further wind resistance design of the bridge.

Effect of a vertical guide plate on the wind loading of an inclined flat plate

  • Chung, Kung-Ming;Chou, Chin-Cheng;Chang, Keh-Chin;Chen, Yi-Jun
    • Wind and Structures
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    • 제17권5호
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    • pp.537-552
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    • 2013
  • Wind tunnel experiments were performed to study the wind loads on an inclined flat plate with and without a guide plate. Highly turbulent flow, which corresponded to free-stream turbulence intensity on the flat roof of low-rise buildings, was produced by a turbulence generation grid at the inlet of the test section. The test model could represent a typical solar collector panel of a solar water heater. There are up-stream movements of the separation bubble and side-edge vortices, more intense fluctuating pressure and a higher bending moment in the turbulent flow. A guide plate would result in higher lift coefficient, particularly with an increased projected area ratio of a guide plate to an inclined flat plate. The value of lift coefficient is considerably lower with increased free-stream turbulent intensity.

라디오존데 관측자료를 이용한 UHF 윈드프로파일러 바람관측자료의 품질평가 (Quality Evaluation of Wind Vectors from UHF Wind Profiler using Radiosonde Measurements)

  • 김광호;김민성;서성운;김박사;강동환;권병혁
    • 한국환경과학회지
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    • 제24권1호
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    • pp.133-150
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    • 2015
  • Wind profiler provides vertical profiles of three-dimensional wind vectors with high spatiotemporal resolution. The wind vectors is useful to analyze severe weather phenomena and to validate the various products from numerical weather prediction model. However, the wind measurements are not immune to ground clutter, bird, insect, and aircraft. Therefore, quality of wind vectors from wind profiler must be quantitatively evaluated prior to its application. In this study, wind vectors from UHF wind profiler at Ganwon Regional Meteorological Administration was quantitatively evaluated using 27 radiosonde measurements that were launched every two or three hours according to rainfall intensity during Intensive Observation Period (IOP) from June to July 2013. In comparison between two measurements, wind vectors from wind profiler was relatively underestimated. In addition, the accuracy and quality of wind vectors from wind profiler decrease with increasing beam height. The accuracy and quality of the wind vectors for rainy periods during IOP were higher than for the clear-air measurements. The moderate rainfall intensity lead to multi-peaks in Doppler spectrum. It results in overestimation of vertical air motion, whereas wind vectors from wind profilers shows good agreement with those from radiosonde measurements for light rainfall intensity.

Wind tunnel investigation on wind characteristics of flat and mountainous terrain

  • Li, Jiawu;Wang, Jun;Yang, Shucheng;Wang, Feng;Zhao, Guohui
    • Wind and Structures
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    • 제35권4호
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    • pp.229-242
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    • 2022
  • Wind tunnel test is often adopted to assess the site-specific wind characteristics for the design of bridges as suggested by current design standards. To investigate the wind characteristics of flat and mountainous terrain, two topographic models are tested in a boundary layer wind tunnel. The wind characteristics, including the vertical and horizontal mean wind speed distributions, the turbulence intensity, and the wind power spectra, are presented. They are investigated intensively in present study with the discussions on the effect of wind direction and the effect of topography. It is indicated that for flat terrain, the wind direction has negligible effect on the wind characteristics, however, the assumption of a homogenous wind field for the mountainous terrain is not applicable. Further, the non-homogeneous wind field can be defined based on a proposed approach if the wind tunnel test or on-site measurement is performed. The calculated turbulence intensities and wind power spectra by using the measured wind speeds are also given. It is shown that for the mountainous terrain, engineers should take into account the variability of the wind characteristics for design considerations.

후류 영향을 고려한 풍력 발전 단지 성능 예측 연구 (Prediction of Aerodynamic Performance on Wind Turbines in the Far Wake)

  • 손은국;김호건;이승민;이수갑
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 춘계학술대회 초록집
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    • pp.59.2-59.2
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    • 2011
  • Although there are many activities on the construction of wind farm to produce amount of power from the wind, in practice power productions are not as much as its expected capabilities. This is because a lack of both the prediction of wind resources and the aerodynamic analysis on turbines with far wake effects. In far wake region, there are velocity deficits and increases of the turbulence intensity which lead to the power losses of the next turbine and the increases of dynamic loadings which could reduce system's life. The analysis on power losses and the increases of fatigue loadings in the wind farm is needed to prevent these unwanted consequences. Therefore, in this study velocity deficits have been predicted and aerodynamic analysis on turbines in the far wake is carried out from these velocity profiles. Ainslie's eddy viscosity wake model is adopted to determine a wake velocity and aerodynamic analysis on wind turbines is predicted by the numerical methods such as blade element momentum theory(BEMT) and vortex lattice method(VLM). The results show that velocity recovery is more rapid in the wake region with higher turbulence intensity. Since the velocity deficit is larger when the turbine has higher thrust coefficient, there is a huge aerodynamic power loss at the downstream turbine.

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고층건물 현장계측을 통한 거스트 계수 제안 (Suggestion of Gust Factor through Field Measurements of High-Rise Buildings)

  • 윤성원;김도현;김영문;김동원
    • 한국공간구조학회논문집
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    • 제8권1호
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    • pp.69-76
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    • 2008
  • 건물에 설치된 모니터링 시스템으로부터 기록된 바람과 구조물의 반응으로부터 평균풍속, 풍향, 난류강도, 거스트팩터를 산정하였다. 계측된 건물은 각각 속초와 부산에 위치한다. 거스트 계수와 난류강도사이의 관계를 이용하여 계측된 데이터로부터 이들 간의 상관관계식을 제안하였다. 계측된 데이터로부터 얻은 거스트 계수 관계식은 풍동실험과 고층건물설계의 타당성에 유용한 자료로 이용될 수 있다.

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서해대교 현장계측에 기반한 풍속스펙트럼 모형의 비교인구 (A Comparative Study of Wind Speed Spectrum based on the In-Situ Observation at the SeoHae Bridge Site)

  • 김상범;이성진
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 추계학술대회논문집
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    • pp.417-421
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    • 2006
  • A comparative study of wind speed spectrum based on the in-situ observation at the SeoHae bridge site is conducted. Wind speed and directions of the SeoHae bridge site is measured and analyzed. Mean wind speed and turbulence intensity are estimated. The power spectral density function of the fluctuating component of the wind velocity is estimated. Several wind spectrum models of gust wind turbulence are compared and discussed based on the estimated wind spectrum.

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Investigation of Typhoon Wind Speed Records on Top of a Group of Buildings

  • Liu, Min;Hui, Yi;Li, Zhengnong;Yuan, Ding
    • 국제초고층학회논문집
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    • 제8권4호
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    • pp.313-324
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    • 2019
  • This paper presents the analysis of wind speeds data measured on top of three neighboring high-rise buildings close to a beach in Xiamen city, China, during Typhoon "Usagi" 2013. Wind tunnel simulation was carried out to validate the field measurement results. Turbulence intensity, turbulence integral scale, power spectrum and cross correlation of recorded wind speed were studied in details. The low frequency trend component of the typhoon speed was also discussed. The field measurement results show turbulence intensity has strong dependence to the wind speed, upwind terrain and even the relative location to the Typhoon center. The low frequency fluctuation could severely affect the characteristics of wind. Cross correlation of the measured wind speeds on different buildings also showed some dependence on the upwind terrain roughness. After typhoon made landfall, the spatial correlation of wind speeds became weak with the coherence attenuating quickly in frequency domain.