• Title/Summary/Keyword: 풍력계수

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The Study on Assessment of Roughness Coefficient for Designing Wind Farm in Jeju Island (제주도 풍력발전단지 설계를 위한 조도계수 산정에 대한 연구)

  • Ko, Jung-Woo;Quan, He Chun;Lee, Byung-Gul
    • Journal of Korean Society for Geospatial Information Science
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    • v.20 no.2
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    • pp.15-22
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    • 2012
  • The variation in the wind speed with height above ground is called the wind shear profile. In the field of wind resource assessment, analysts typically use one of two mathematical relations to characterize the measured wind shear profile: the logarithmic profile (log law) and the power law profile (power law). The logarithmic law uses the surface roughness as a parameter, and the power law uses the power law exponent as a parameter. The shape of the wind shear profile typically depends on several factors, most notably the roughness of the surrounding terrain and the stability of the atmosphere. Since the atmospheric stability changes with season, time of day, and meteorological conditions, the surface roughness and the power law exponent also tends to change in time. For this study, Using the observed data from Met-mast, located in Pyeongdae, Handong in Jeju. we used the matlab and windograper to calculate roughness length and the law exponents. These calculations are similar to reference the data, but they have different ranges. In the ocean case, each reference data and calculated data was the same, but the crop area is higher than the earlier studies. In addition, the agricultural village is lower than the earlier studies.

Permanent Deformations of Piles in Sand Under Cyclic Lateral Loads (모래지반에서 반복수평하중을 받는 말뚝의 영구변형)

  • Paik, Kyu-Ho;Park, Won-Woo
    • Journal of the Korean Geotechnical Society
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    • v.26 no.11
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    • pp.63-73
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    • 2010
  • Monopiles, used as one foundation option for offshore wind turbines, are usually subjected to great cyclic lateral loads due to wind and wave. In this study, model pile load tests were performed using calibration chamber and three model piles with different pile lengths in order to investigate the behavior of laterally cyclic loaded piles driven into sand. Model test results show that the first loading cycle generates a bigger displacement than the following ones, and the permanent displacement of piles by one loading cycle decreases with increasing the number of cycles. 1-way cyclic loading causes the permanent displacement in the same direction as cyclic loading, whereas 2-way cyclic loading causes the permanent displacement in the reverse direction of initial loading. It is also observed that the permanent displacement of piles due to cyclic lateral loads increases with decreasing relative density of soil and with increasing the magnitude of cyclic loads. However, it is insensitive to the earth pressure ratio of soil and embedded pile length. In addition, based on the model pile load test results, equations for estimation of the permanent lateral displacement and rotation angle of piles due to 1-way cyclic lateral loads are proposed.

Buffeting Analysis for the Evaluation of Design Force for Temporal Supports of a Bundle Type Cable-stayed Bridge (번들 사장교 가설 구조물 설계력 산정을 위한 버페팅해석)

  • Lee, Ho;Park, Jin;Kim, Ho-Kyung
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.24 no.6
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    • pp.645-654
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    • 2011
  • Temporal supports is proposed for the large block construction of a double-deck truss girder of a bundle type cable-stayed bridge. The design force of the temporal bents cannot be evaluated by a conventional design procedure with gust factored static wind loads. The uplift forces in BS5400 also can not estimate the design forces of the temporal bents properly for the turbulent wind loads. A frequency-domain buffeting analysis is performed to evaluate the design forces of the temporal bents considering the interactions between the girder and temporal supports. Two cases of modeling are compared to estimate the stiffness contribution of temporal supports in determining design forces, i.e., an analysis model including temporal bents in the structural analysis modeling and an analysis model with fixed supports at the bent tops neglecting the stiffness of temporal bents. The consideration of bent stiffness usually generates smaller reaction forces than rigid support modeling. Consequently, the effectiveness and usefulness of the buffeting analysis procedure with full modeling of temporal supports are demonstrated for the design of a temporal bents of the construction of a bundle type cable-stayed bridge.

A Study on Performance Analysis of New Renewable Energy Power Generation for Energy-Climate Change Policy Linkage: A Restricted Cost Approach (에너지-기후변화정책 연계를 위한 신재생발전의 성과분석: 제약비용함수접근법)

  • Lee, Myunghun
    • Environmental and Resource Economics Review
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    • v.27 no.2
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    • pp.339-362
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    • 2018
  • In this paper, we simulate the contribution of an increasing renewable energy to demands for fossil fuels and power supply price by estimating a cost function for the Korean electric power generation sector. Since the renewable energy is a composite input, it is not feasible to compute the price index for renewable energy due to data limit. We estimate a restricted cost function, which is derived by minimizing the costs of fossil fuels conditional on the quantity of renewable energy set to its optimal level, jointly with supply relation. In particular, derivation of the shadow price of renewable energy would make it possible to analyze potential costs incurred by power plants.

Rotor-Blade Shape Design and Power-Performance Analysis for Horizontal-Axis Tidal Turbine Using CFD (수평축 조류발전용 로터 블레이드 형상설계 및 CFD에 의한 출력성능해석)

  • Jung, Ji Hyun;Kim, Bum Suk
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.39 no.8
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    • pp.661-668
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    • 2015
  • We present a design methodology for horizontal-axis tidal turbine blades based on blade element momentum theory, which has been used for aerodynamic design and power-performance analysis in the wind-energy industry. We design a 2-blade-type 1 MW HATT blade, which consists of a single airfoil (S814), and we present the detailed design parameters in this paper. Tidal turbine blades can experience cavitation problems at the blade-tip region, and this should be seriously considered during the early design stage. We perform computational fluid dynamics (CFD) simulations considering the cavitation model to predict the power performance and to investigate the flow characteristics of the blade. The maximum power coefficient is shown to be about 47 under the condition where TSR = 7, and we observed cavitation on the suction and pressure sides of the blade.

Utilization of Energy in the Sea Water of the Southeastern Yellow Sea (한국남서해의 열 에너지 이용)

  • 장선덕
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.14 no.2
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    • pp.113-116
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    • 1978
  • To ascertain the feasibility of the energy utilization in the sea adjacent to Korea, the distribution of the vertical temperature difference and the seasonal variation in the southeastern Yellow Sea are studied in relation to the sea water circulation. In summer, a region of high vertical temperature difference of approximately 16$^{\circ}C$ was found at a distance of approximately 40 miles from the western coast of Korea. It is located at the west of 125${\circ}$ 30`E and at the north of 34${\circ}$N. The vertical temperature structure is sustained by the inflow of Yellow Sea Warm Current water, the warming of the surface water of the Yellow Sea and the periodical renewal of the Yellow Sea Cold Water. It may be stated that power can be obtained from the sea water by making the use of the temperature difference. The vertical temperature difference was around 14$^{\circ}C$ in the western and southern waters of Jejudo Island. The vertical temperature difference decreases in autumn, and disappears due chiefly to the vigorous convective vertical mixing in winter when the northwest monsoon prevails. The power can be obtained from sea throughout the year, if power generation by the temperature difference is combined with that by wind and wave, and systemized in such a way that the former is employed in the hot season of summer, while the latter in winter and spring.

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Numerical Study on the Side-Wind Aerodynamic Forces of Chambered 3-D Thin-Plate Rigid-Body Model (캠버가 있는 3차원 박판 강체 모형의 측풍 공기력에 대한 수치 연구)

  • Shin, Jong-Hyeon;Chang, Se-Myong;Moon, Byung-Young
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.43 no.2
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    • pp.97-108
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    • 2015
  • In the design of sailing yachts, para-glider, or high-sky wind power, etc., the analysis of side-wind aerodynamic forces exerted on a cambered 3-D model is very important to predict the performance of various machinery systems. To understand the essential flow physics around the three-dimensional shape, simplified rigid-body models are proposed in this study. Four parameters such as free stream velocity, angle of attack, aspect ratio, and camber are considered as the independent variables. Lift and drag coefficients are computed with CFD technique using ANSYS-CFX, and the results with the visualization of post-processed flow fields are analyzed in the viewpoint of fluid dynamics.

나노$TiO_2$계 화합물과 응용

  • Hwang, Yong-Gil;Gil, Sang-Cheol
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2009.05a
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    • pp.57.1-57.1
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    • 2009
  • 나노이산화티타늄은 인체에는 화장품, 의약, 식품분야 등에 쓰이고 외부 환경 재료에는 광촉매로서 유독가스 정화제, 옥내 외 항균, 수소발생 가시광 응답형 촉매 및 멤브레인 필터 등과 전자소재용 유전재료, 발광 재료 등 용도가 다양하다. 나노 산화티타늄 화합물의 제조법은 수열합성법, 기상법 등 여러 방법이 있다. 이들에 대한 리뷰의 목적은 2009년도 정부의 투자 계획 중에서 본제목에 관련되는 핵심 산업 재원 원천기술 개발, 태양광, 풍력 등의 신재생 에너지 개발, 록색 기술 개발을 통한 에너지절약형 LED 개발, 차세대 핵심환경 기술 개발, 핵심나노기반기술개발 등의 개발을 위하여 4,363억 원의 예산을 편성하고 연구자와 기술자들이 참여하여 유익한 실적이 창출되기를 원하고 있으므로 본 발표자들은 이 분야에서 연구하는 연구자와 기술자들에게 이 분야에 관련되는 자료를 참고로 제시하는데 있다. 페로브스카이트형 산화물인 유전재료($BaTiO_3$), 발광재료(CaTiO3:Pr3+적색), 박막형 반응기재료($Ca0.8Sr0.2TiO_3$), 등의 여러 가지 산화물은 류통식 급속 승온 수열 합성법, 겔 졸 법, 수열 합성법 등 여러 방법에 의하여 페로브스카이트형 산화물 입자 직경이 약 20nm~100nm 범위까지 합성된다. 태양광을 조사하여 물을분해 해서 수소를 생산하는 산화티타늄계 가시광 응답형 Vis-$TiO_2$ 박막은 기상법으로 제조하는데 한 예로써 RF 스퍼터링법으로 박막을 제조하여 수소와 산소를 회수하였으며, 황도프산화티타늄, 질소 도프 산화티타늄은 유기물 분해에 의한 공해제거, $NO_x$ 제거 등 환경정화에 사용되고, 고온 고압수법/산화티타늄 복합기술에 의해서는 바이오매스 분해 하고, 일종의 수열법인 개량형 HyCOM 법은 가시광 응답성 산화티타늄을 합성하여 NO가스 제거에 사용한다. 이들 여러 방법에 관한 것을 소개하고저 한다.

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적층형 박막 실리콘 태양전지 효율의 한계 및 돌파구

  • Myeong, Seung-Yeop
    • Proceedings of the Korean Vacuum Society Conference
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    • 2010.02a
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    • pp.27-27
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    • 2010
  • 최근에 고유가와 지구온난화로 인하여 에너지가 향후 인류의 50년을 좌우할 가장 큰 문제로 대두되고 있어서 지구의 모든 에너지의 근원인 태양광을 이용하는 태양광 발전은 무한한 청정 에너지로 각광받고 있다. 빛을 흡수하여 전기에너지로 변환하는 태양전지는 풍력, 수소연료전지, 조력, 바이오에탄올 등의 신재생에너지 기술 중에서 상품성은 가장 뛰어나지만 발전단가가 가장 높은 것이 단점이다. 태양광 발전단가를 줄여서 기존의 화석에너지를 이용한 발전단가와 견줄 수 있는 그리드 패러티(grid parity)를 달성하려면 태양전지 모듈의 고효율화와 동시에 저가화가 반드시 이루어져야 한다. 현재 태양광 모듈 시장의 90%는 효율이 12-16% 정도로 높은 단결정(single crystalline or monocrystalline) 실리콘이나 다결정(polycrystalline or multicrystalline) 실리콘 등의 벌크(bulk)형 결정질 실리콘 모듈이 차지하고 있으나 원재료인 실리콘 웨이퍼의 제조단가의 50%를 차지하고 있어서 저가화가 어렵다. 반면, 원료가스를 분해하여 대면적 기판에 증착하는 박막(thin-film) 실리콘 태양전지의 경우는 차세대 태양전지로 각광받고 있다. 박막 실리콘 모듈은 매우 적은 실리콘 원재료를 소비한다. 단결정이나 다결정 실리콘 웨이퍼의 두께가 $180-250\;{\mu}m$ 정도인 것에 비해서 박막 실리콘의 두께는 $0.3-3\;{\mu}m$ 수준이다. 더불어, 유리, 플라스틱 등의 저가 기판에 저온 대면적 증착이 가능하여 저가양산화에 유리하다. 박막 실리콘 모듈은 벌크형 실리콘 모듈(-0.5%/K) 대비 낮은 온도계수[비정질 실리콘(amorphous silicon; a-Si:H)의 경우 -0.2%/K]와 빛의 세기가 약한 산란광에서도 동작하여 평균발전시간이 증가하므로 외부환경에서 우수한 발전성능을 보이고 있다. 태양전지 모듈은 상온에서의 안정화 효율을 기준으로 가격이 책정되어($/$W_p$) 판매되기 때문에 벌크형 실리콘 모듈에 비해서 박막 실리콘 모듈은 가격대 성능비가 우수하다. 따라서 박막 실리콘 모듈은 벌크형 결정 실리콘 모듈의 대안으로 떠오르고 있으며, 레이저 기술을 이용하여 수려한 투광형 건물일체형(building integrated photovoltaic; BIPV) 모듈을 제작할 수 있는 장점도 있다. 이러한 장점에도 불구하고 기존의 양산화된 단일접합 비정질 실리콘 태양광 모듈은 효율이 6-7%로 낮아서 설치면적 및 설치 모듈의 증가가 성장의 걸림돌이 되고 있다. 박막 실리콘 태양전지의 고효율화를 도모하기 위해서 적층형 탄뎀셀로 양산 트렌드가 변화하고 있다. 이에 적층형 박막 실리콘 태양전지 효율의 한계 및 돌파구에 대해서 논의한다.

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Development of a Design Chart for the Initial Design Stage of Very Large Floating Structures (초대형 부유식 해상구조물의 초기 설계를 위한 설계차트 개발)

  • Zi, Goangseup;Kim, Jin Gyun;Lee, Seung Oh;Lee, Phill-Seung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.3B
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    • pp.315-324
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    • 2010
  • We developed a design chart for very large floating structures through intensive hydroelastic analysis. Using this chart, one can predict the hydroelastic response of very large floating structures preliminarily at design stage without the cost-demanding hydroelastic analysis. This paper presents two new design charts based on the theory of VLFS. The purpose of the first design chart is to determine RAOs of the maximum longitudinal stress of VLFS considering properties of waves and structures. The design chart I can be applied to any sizes of VLFS in same aspect ratios and dimensionless stiffness parameters. The second design chart is developed to take into account the actual wave condition by using the Bretschneider spectrum with Beaufort sea state.