• 한국해안해양공학회지
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• 제15권2호
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• pp.138-142
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• 2003

이어도 해양과학기지가 주변의 바람장에 미치는 영향을 풍동실험을 통하여 검토하였다. 이어도 해양과 학기지에서 관측한 바람자료는 구조물로 인하여 풍속과 풍향의 왜곡이 발생하므로 정확한 풍속과 풍향을 알기 위해서는 관측자료에 구조물의 영향을 보정하여야 한다. 풍속비는 접근풍속의 크기보다는 풍속의 방향과 풍속 관측위치에 민감한 것으로 나타났다. 과학기지 옥상에 설치된 주 관측탑에서의 풍속은 모든 방향에서 접근풍속보다 크며 풍향 왜곡도는 6$^{\circ}$이내로 나타났다.

• 산업기술연구
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• 제25권B호
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• pp.157-164
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• 2005

Two methods, the bin averaging method and least square method, are often used in calibrating wind turbine test sites. The objective of this work was to determine a better method to predict the wind speed at wind turbine installing point. The calibration was done at the test site on a complex terrain located in Daegwallyeong, Korea. It was performed for two different cases based on the IEC 61400-12 power performance measurement standard. The wind speeds averaged for 10 minutes ranged between 4 m/s and 16 m/s. The wind-direction bins of each meteorological mast were 10 degrees apart, and only the bins having data measured for more than 24 hours were employed for the test site calibration. For both cases, the two methods were found to yield almost same results which estimated real wind speed very closely.

• Journal of Mechanical Science and Technology
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• 제18권12호
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• pp.2250-2257
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• 2004

The accurate wind speed information at the hub height of a wind turbine is very essential to the exact estimation of the wind turbine power performance testing. Several methods on the site calibration, which is a technique to estimate the wind speed at the wind turbine's hub height based on the measured wind data using a reference meteorological mast, are introduced. A site calibration result and the wind resource assessment for the TaeKwanRyung test site are presented using three-month wind data from a reference meteorological mast and the other mast temporarily installed at the site of wind turbine. Besides, an analysis on the uncertainty allocation for the wind speed correction using site calibration is performed.

• 한국공간구조학회:학술대회논문집
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• 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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• pp.19-24
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• 2008

본 논문은 풍동실험과 정적하중 실험을 실시하여 강풍 설계시 대공간 구조물의 막구조 동적응답을 확인하여 거스트 계수(gust factor)를 산출해 보고자한다. 이를 위해 섬유재료의 변형률에 따라 하중을 구할 수 있는 막재료 성능실험과 4가지(saddle형, wave형, arch형, point형) 막구조 모형에 따른 횡방향 동적하중과 동적변형응답을 측정할 수 있는 풍동실험, 동적변형응답에 따라 정적하중을 구할 수 있는 정적하중실험을 실시함으로써 거스트 계수(gust factor)를 산출하였다.

• 신재생에너지
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• 제7권2호
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• pp.43-50
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• 2011

The only practical way to measure wind resource at high-altitude over 100 m above ground for a feasibility study on a high-rise building integrated wind turbine might be ground-based remote sensing. The remote-sensing campaign was performed at a 145 m-building roof in Jamsil where is a center of metropolitan city Seoul. The campaign aimed uncertainty assessment of Leosphere WindCube LIDAR and Scintec MPAS SODAR through a mutual comparison. Compared with LIDAR, the data availability of SODAR was about 2/3 at 550 m altitude while both showed over 90% under 400 m, and it is shown that the data availability decrease may bring a distortion of statistical analysis. The wind speed measurement of SODAR was fitted to a slope of 0.92 and $R^2$ of 0.90 to the LIDAR measurement. The relative standard deviation of wind speed difference and standard deviation of wind direction difference were evaluated to be 30% and 20 degrees, respectively over the whole measurement heights.

• Wind and Structures
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• 제9권1호
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• pp.23-35
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• 2006

The effect of buildings on flow in urban canopy is one of the most important problems in local/micro-scale meteorology. A large eddy simulation model is used to simulate the flow structure in an urban neighborhood and the bulk effect of the buildings on surrounding flows is analyzed. The results demonstrate that: (a) The inflow conditions affect the detailed flow characteristics much in the building group, including: the distortion or disappearance of the wake vortexes, the change of funneling effect area and the change of location, size of the static-wind area. (b) The bulk effect of the buildings leads to a loss of wind speed in the low layer where height is less than four times of the average building height, and this loss effect changes little when the inflow direction changes. (c) In the bulk effect to environmental fields, the change of inflow direction affects the vertical distribution of turbulence greatly. The peak value of the turbulence energy appears at the height of the average building height. The attribution of fluctuations of different components to turbulence changes greatly at different height levels, in the low levels the horizontal speed fluctuation attribute mostly, while the vertical speed fluctuation does in high levels.

• 대기
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• 제17권4호
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• pp.381-391
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• 2007

The characteristics of flow around a single obstacle with fixed height and varied length and width are numerically investigated using a computational fluid dynamics (CFD) model. As the obstacle length increases, flow distortion near the upwind side of the obstacle increases and the size of the recirculation zone behind the obstacle also increases. As the obstacle width increases, the size of the recirculation zone decreases, despite almost invariable flow distortion near the upwind side of the obstacle. Flow passing through an obstacle is separated, one part going around the obstacle and the other crossing over the obstacle. The size of the recirculation zone is determined by the distance between the obstacle and the point (reattachment point) at which both the flows converge. When the obstacle width is relatively large, flows are reattached at the obstacle surface and their recoveries occur. Resultant shortening of the paths of flows crossing over and going around decreases the size of the recirculation zone. To support this, the extent of flow distortion defined based on the change in wind direction is analyzed. The result shows that flow distortion is largest near the ground surface and decreases with height. An increase in obstacle length increases the frontal area fraction of flow distortion around the obstacle. In the cases of increasing the width, the frontal area fraction near the upwind side of the obstacle does not change much, but near the downwind side, it becomes larger as the width increases. The frontal area fraction is in a better correlation with the size of the recirculation zone than the building aspect ratios, suggesting that the frontal area fraction is a good indicator for explaining the variation in the size of the recirculation zone with the building aspect ratios.

• 대한원격탐사학회지
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• 제36권6_3호
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• pp.1643-1652
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• 2020

본 연구에서는 국지예보시스템(LDAPS)과 전산유체역학(CFD) 모델을 접합하여, 부산 중구 광복동에 소재한 건물 밀집 지역의 상세 흐름을 조사하였다. 도시 지역 기상에 대한 보다 현실적인 수치 모의를 위해 기상청이 현업으로 운용하는 LDAPS 결과로부터 기상 요소(풍향, 풍속, 온위)를 추출하여 CFD 모델의 초기·경계장으로 사용하였다. LDAPS로부터 추출한 기상 요소(U, V)는 공간 선형 보간법을 이용하여 CFD 모델의 수평·연직 격자에 맞게 내삽하였고, 공간 선형 보간법을 이용해 내삽한 온위는 CFD 모델의 각 격자점에서 온도로 변환된다. 본 연구에서는 건물 옥상에서 측정한 3차원 초음파 풍향·풍속계에서 측정한 풍속과 풍향을 이용하여 수치 모의 결과를 검증하였다. 대상 기간(2020년 6월 22일) 동안 측정 지점(PKNU-SONIC)에서는 바람이 약하게 나타났고, 새벽 시간에는 북동풍과 북서풍이 불었으며, 주간에는 주로 남동풍이 불었다. LDAPS-CFD 접합 모델은 측정 풍향과 풍속을 유사하게 수치 모의하였다. 07시에는 동북동쪽에서 유입되는 흐름이 지형과 건물에 의해 변화하였고, PKNU-SONIC 지점에서 수치 모의된 풍향(동남동풍)은 측정 풍향과 유사하다. 19시에는 남동쪽에서 유입되는 흐름이 PKNU-SONIC 지점까지 유입되어 측정 풍향과 유사하게 모의하였다.

• 한국화재소방학회논문지
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• 제28권6호
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• pp.13-21
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• 2014

산림 화재는 여러 가지 변수를 포함하고 있지만 바람장에 의한 영향이 다른 어떠한 변수보다 상대적으로 크므로 봄철 산림지형에서의 풍향풍속을 알고 있다는 것은 산불진화기술 및 산불확산예측을 결정하는데 핵심 요소이다. 현재는 산림 지역의 풍향풍속 산정을 위하여 기상관측소의 데이터를 의존하게 된다. 기상청의 automatic weather station (AWS)는 넓은 지역에 골고루 분포하고 있어 비교적 간편하게 데이터를 취득할 수 있으나 실제 산림지역의 기상인자와는 차이가 있음을 확인하였다. 본 연구에서는 AWS가 설치되어 있지 않은 산악지형의 바람장을 실측하고 이를 통하여 바람장 예측의 가능성을 타진하였다. 실측 지형으로 단순 구릉 지형을 선택하여 주변의 지형지물에 의한 바람장의 왜곡을 최소화 하였으며, 이들 지형에서 바람장의 실측 및 전산유체해석을 통하여 얻어진 결과를 비교 분석하였다. 단순 구릉 지형으로는 제주도 오름과 안면도 마검포 지형을 선택하여 바람장 데이터를 취득 하였으며, 이를 분석한 결과 바람장의 패턴추출이 가능하다는 사실을 알 수 있었다.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2004년도 추계 학술대회논문집
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• pp.95-99
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• 2004

The developing Smart UAV in KARI supposes high speed flight as like a conventional plane, as well as vertical takeoff and landing as like a helicopter. Therefore, the air intake system should be designed to provide the sufficient air flow to the engine and the maximum possible total pressure recovery at the engine intake screen over a wide range of flight conditions. For this purpose, we designed the intake system using a pilot type intake model and plenum chamber In this paper, we designed the intake model and analyzed the performance of designed intake system using the general-purpose commercial CFD code, CFD-ACE+ For 3-D calculation, we generated mesh using the unstructured gird and used $\kappa-\epsilon$ turbulence model. The analysis results of the total pressure variation and the velocity distribution was illustrated in this paper. The pressure recovery and distortion coefficient at a plane coincident with the compressor inlet were calculated and streamline variation through the intake system was investigated at the worst condition as well as the standard flight condition.