• 제목/요약/키워드: across-wind

검색결과 187건 처리시간 0.027초

해양기상부이 관측자료를 이용한 풍랑특보의 적절성 평가 (Evaluation of the Appropriateness of High Wind Wave Alert by Comparing the Marine Meteorological Observation Buoy Data)

  • 강민균;설동일
    • 한국항해항만학회지
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    • 제46권1호
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    • pp.11-17
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    • 2022
  • 풍랑특보는 우리나라 부근을 항행하는 선박 및 해상 업무 종사자에게 큰 영향을 미친다. 이 연구에서는 최근 11년(2010-2020년) 동안 기상청에서 발표한 서해·남해·동해의 앞바다 및 먼바다의 풍랑특보와 주요 해양기상부이의 관측자료를 비교·분석하여 풍랑특보의 적절성을 평가하였다. 각 해역에 대한 풍랑특보와 해양기상부이 관측자료를 일별, 월별, 연별로 통계를 내어 연평균, 월평균, 계절별로 비교한 결과, 풍랑특보의 적중률이 전 해역에 걸쳐 매우 낮았으며, 특히 남해 앞바다와 제주도 앞바다의 적중률은 겨울에 가장 낮은 것으로 분석되었다. 해상에서의 풍랑특보가 어선의 어업활동, 여객선 운항 및 관광, 해상 레저활동 등에 미치는 영향을 고려할 때 해양기상 예·특보의 정확성을 개선할 필요가 있음을 확인하였다.

냉기호 형성 집수역의 일 최저기온 분포에 미치는 바람효과 (Wind Effect on the Distribution of Daily Minimum Temperature Across a Cold Pooling Catchment)

  • 김수옥;김진희;김대준;윤진일
    • 한국농림기상학회지
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    • 제14권4호
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    • pp.277-282
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    • 2012
  • 냉기호 지대 안에서도 일정 수준의 바람이 부는 장소에서는 일 최저기온이 기존 공간기후모형에 의해 예측된 만큼 떨어지지 않음이 관찰되었다. 경남 하동군 악양 집수역 출구부근의 실측자료를 토대로 냉기호가 형성된 25일에 대하여 기존 방법에 의한 일 최저기온 예측 시 발생하는 추정오차를 그 때 관측된 풍속과 비교한 결과 바람이 강해질수록 추정오차가 커지는 경향이 뚜렷해서 풍속이 2m/s에 이르면 냉기호 효과가 완전히 소멸되는 것으로 나타났다. 풍속과 추정오차 간 관계는 Y=2X+0.4 ($R^2$=0.76)로 표현되며 이 식에서 Y는 추정오차($^{\circ}C$), X는 풍속(m/s)이다. 이 식을 기존 일 최저기온 추정모형의 냉기집적효과에 결합하여 악양 집수역 냉기호 수몰지역에 위치한 3곳의 일 최저기온 추정에 이용하였다. 이때 입력 풍속은 바람장 모형 구동에 의한 모의풍속이었다. 추정된 일 최저기온은 오차의 평균평방근(RMSE)이 기존 모형의 1.72에서 1.20으로 줄어들고, 평균오차(ME)로 표현한 편기성(bias)도 -1.33에서 -0.37로 개선되었다.

Running safety of metro train over a high-pier bridge subjected to fluctuating crosswind in mountain city

  • Zhang, Yunfei;Li, Jun;Chen, Zhaowei;Xu, Xiangyang
    • Structural Engineering and Mechanics
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    • 제76권2호
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    • pp.207-222
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    • 2020
  • Due to the rugged terrain, metro lines in mountain city across numerous wide rivers and deep valleys, resulting in instability of high-pier bridge and insecurity of metro train subjected to fluctuating crosswind. To ensure the safe operation in metro lines in mountain cities, running safety of the metro train over the high-pier bridge under crosswind is analyzed in this paper. Firstly, the dynamic model of the wind-train-bridge (WTB) system is built, in which the speed-up effect of crosswind is fully considered. On the basis of time domain analysis, the basic characteristics of the WTB system with high-pier are analyzed. Afterwards, the dynamic responses varies with train speed and wind speed are calculated, and the safety zone of metro train over a high-pier bridge subjected to fluctuating crosswind in mountain city is determined. The results indicate that, fluctuating crosswind triggers drastic vibration to the metro train and high-pier bridges, which in turn causes running instability of the train. For this reason, the corresponding safety zone for metro train running on the high-pier is proposed, and the metro traffic on the high-pier bridge should be closed as the mean wind speed of standard height reaches 9 m/s (15.6 m/s for the train).

Comparative Study between Two Protection Schemes for DFIG-based Wind Generator Fault Ride Through

  • Okedu, K.E.;Muyeen, S.M.;Takahashi, R.;Tamura, J.
    • Journal of international Conference on Electrical Machines and Systems
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    • 제1권1호
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    • pp.8-16
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    • 2012
  • Fixed speed wind turbine generators system that uses induction generator as a wind generator has the stability problem similar to a synchronous generator. On the other hand, doubly fed induction generator (DFIG) has the flexibility to control its real and reactive powers independently while being operated in variable speed mode. This paper focuses on a scheme where IG is stabilized by using DFIG during grid fault. In that case, DFIG will be heavily stressed and a remedy should be found out to protect the frequency converter as well as to allow the independent control of real and reactive powers without loosing the synchronism. For that purpose, a crowbar protection switch or DC-link protecting device can be considered. This paper presents a comparative study between two protective schemes, a crowbar circuit connected across the rotor of the DFIG and a protective device connected in the DC-link circuit of the frequency converter. Simulation analysis by using PSCAD/EMTDC shows that both schemes could effectively protect the DFIG, but the latter scheme is superior to the former, because of less circuitry involved.

Dynamic analysis of metro vehicle traveling on a high-pier viaduct under crosswind in Chongqing

  • Zhang, Yunfei;Li, Jun;Chen, Zhaowei;Xu, Xiangyang
    • Wind and Structures
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    • 제29권5호
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    • pp.299-312
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    • 2019
  • Due to the rugged terrain, metro lines in mountain city across numerous wide rivers and deep valleys, resulting in instability of high-pier bridge and insecurity of metro train under crosswind. Compared with the conditions of no-wind, crosswind triggers severer vibration of the dynamic system; compared with the short-pier viaduct, the high-pier viaduct has worse stability under crosswind. For these reasons, the running safety of the metro vehicle traveling on a high-pier viaduct under crosswind is analyzed to ensure the safe operation in metro lines in mountain cities. In this paper, a dynamic model of the metro vehicle-track-bridge system under crosswind is established, in which crosswind loads model considering the condition of wind zone are built. After that, the evaluation indices and the calculation parameters have been selected, moreover, the basic characteristics of the dynamic system with high-pier under crosswind are analyzed. On this basis, the response varies with vehicle speed and wind speed are calculated, then the corresponding safety zone is determined. The results indicate that, crosswind triggers drastic vibration to the metro vehicle and high-pier viaduct, which in turn causes running instability of the vehicle. The corresponding safety zone for metro vehicle traveling on the high-pier is proposed, and the metro traffic on the high-pier bridge under crosswind should not exceed the corresponding limited vehicle speed to ensure the running safety.

Numerical modelling for evaluating the TMD performance in an industrial chimney

  • Iban, A.L.;Brownjohn, J.M.W.;Belver, A.V.;Lopez-Reyes, P.M.;Koo, K.
    • Wind and Structures
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    • 제17권3호
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    • pp.263-274
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    • 2013
  • A numerical technique for fluid-structure interaction, which is based on the finite element method (FEM) and computational fluid dynamics (CFD), was developed for application to an industrial chimney equipped with a pendulum tuned mass damper (TMD). In order to solve the structural problem, a one-dimensional beam model (Navier-Bernoulli) was considered and, for the dynamical problem, the standard second-order Newmark method was used. Navier-Stokes equations for incompressible flow are solved in several horizontal planes to determine the pressure in the boundary of the corresponding cross-section of the chimney. Forces per unit length were obtained by integrating the pressure and are introduced in the structure using standard FEM interpolation techniques. For the fluid problem, a fractional step scheme based on a second order pressure splitting has been used. In each fluid plane, the displacements have been taken into account considering an Arbitrary Lagrangian Eulerian approach. The stabilization of convection and diffusion terms is achieved by means of quasi-static orthogonal subscales. For each period of time, the fluid problem was solved and the geometry of the mesh of each fluid plane is updated according to the structure displacements. Using this technique, along-wind and across-wind effects have been properly explained. The method was applied to an industrial chimney in three scenarios (with or without TMD and for different damping values) and for two wind speeds, showing different responses.

Aerodynamics of tapered and set-back buildings using Detached-eddy simulation

  • Sharma, Ashutosh;Mittal, Hemant;Gairola, Ajay
    • Wind and Structures
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    • 제29권2호
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    • pp.111-127
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    • 2019
  • The tapered and set-back type of unconventional designs have been used earlier in many buildings. These shapes are aerodynamically efficient and offer a significant amount of damping against wind-induced forces and excitations. Various studies have been conducted on these shapes earlier. The present study adopts a hybrid approach of turbulence modelling i.e., Detached-eddy Simulation (DES) to investigate the effect of height modified tapered and set-back buildings on aerodynamic forces and their sensitivity towards pressure. The modifications in the flow field around the building models are also investigated and discussed. Three tapering ratios (T.R.=(Bottom width- Top width)/Height) i.e., 5%, 10%, 15% are considered for tapered and set-back buildings. The results show that, mean and RMS along-wind and across-wind forces are reduced significantly for the aerodynamically modified buildings. The extent of reduction in the forces increases as the taper ratio is increased, however, the set-back modifications are more worthwhile than tapered showing greater reduction in the forces. The pressure distribution on the surfaces of the buildings are analyzed and in the last section, the influence of the flow field on the forces is discussed.

스리랑카 농촌 지역의 에너지 자립화 모델 개발 (Developing an Energy Self-Reliance Model in a Sri Lankan Rural Area)

  • 오동건;강용혁;김보영;윤창열;오명찬;김현구
    • 신재생에너지
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    • 제20권1호
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    • pp.88-94
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    • 2024
  • This study explored the potential and implementation of renewable energy sources in Sri Lanka, focusing on the theoretical potential of solar and wind energy to develop self-reliant energy models. Using advanced climate data from the European Centre for Medium-Range Weather Forecasts and Global Solar/Wind Atlas provided by the World Bank, we assessed the renewable energy potential across Sri Lanka. This study proposes off-grid and minigrid systems as viable solutions for addressing energy poverty in rural regions. Rural villages were classified based on solar and wind resources, via which we proposed four distinct energy self-reliance models: Renewable-Dominant, Solar-Dominant, Wind-Dominant, and Diesel-Dominant. This study evaluates the economic viability of these models considering Sri Lanka's current energy market and technological environment. The outcomes highlight the necessity for employing diversified energy strategies to enhance the efficiency of the national power supply system and maximize the utilization of renewable resources, contributing to Sri Lanka's sustainable development and energy security.

풍하중 산정을 위한 한반도 단독주택의 대표유형 선정 (A Selection of Representative Type the Korean Peninsula Detached Dwelling for Estimate the Wind Load)

  • 박종길;정우식;최효진
    • 한국환경과학회지
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    • 제18권12호
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    • pp.1417-1426
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    • 2009
  • As the damages due to natural disasters continue to increase, a growing interest is being witnessed in such studies that focus on preventive measures to reduce damages rather than on their recovery. As such, the U.S. has been actively conducting projects to develop new models that can forecast potential damages due to natural disasters and widely employing them in actual cases. With no specific models developed in Korea yet, this study aimed to introduce an overseas typhoon model as part of the advanced efforts and apply it the actual cases occurring across the nation. This model estimates wind loads by measuring the impact of a strong wind upon buildings, and measurements require a number of parameters. Those parameters should include the types and dimensions of buildings and the type of the roofs. As for the FPHLM(Florida Public Hurricane Loss Model), a precedent model for our study, we were able to take advantage of number of the statistics and detailed categorizations on the residential buildings in the U.S., which enabled us to select the representative building types and produce their wind loads. With no sufficient relevant statistics available for the nation, however, we may not be able to readily measure the wind loads on the nation's residential buildings. Therefore, this study tried to choose the representative types, heights and dimensions of the buildings for the measurement of wind loads. We consequently came up with a representative house having an area between 62.81 and $95.56m^2$, either a flat roof or hip roof, a height of 2.6 m, an side ratio of 1.5, and the width and length of the mean $85m^2$ sized house being 11,300 mm and 7,530 mm, respectively.

침 대 중공평판전극에서 직류코로나 방전에 의한 이온풍 특성 (Characteristics of ionic Wind in a DC Corona Discharge in Needle-to-punched plate Geometry)

  • 이복희;길형준;엄주홍;안창환
    • 조명전기설비학회논문지
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    • 제17권4호
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    • pp.74-80
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    • 2003
  • 직류 고전압이 침 대 평판전극에 인가된 불평등전장에서 코로나방전이 발생하게 되면 하전입자들의 이동에 의한 이온풍이 발생한다. 코로나 방전현상은 오존발생장치, 전기집진장치, 정전 냉각과 도색 등의 응용분야에서 다각도로 연구되어 왔으며, 최근 이온풍은 열전달장치, 공기순환장치 등에 이용되기도 한다. 본 연구에서는 침 대 중공평판전극에 직류 고전압을 인가하였을 때 발생하는 이온풍의 속도와 풍량의 제어 특성을 분석할 목적으로 인가전압, 중공의 크기, 전극간 거리의 변동에 따른 풍속의 변화를 측정하였다. 결과로서 이온풍에 의한 기류가 침전극으로부터 평판전극을 향하는 방향으로 발생하였으며, 중공평판전극의 후면의 100~200 [mm]지점에서 측정한 이온풍의 풍속은 인가전압에 따라 1~3[㎧]의 범위에서 증가하였다.