• 제목/요약/키워드: Wind-turbine

Search Result 2,076, Processing Time 0.028 seconds

Investigating the Power-Performance Prediction on an H- and Helical-type Tidal Current Turbine Using CFD Method (CFD에 의한 H 및 Helical 타입 조류발전용 터빈의 출력성능예측에 관한 연구)

  • Kim, Bum Suk
    • Transactions of the Korean Society of Mechanical Engineers B
    • /
    • v.39 no.8
    • /
    • pp.653-660
    • /
    • 2015
  • In this study, we conduct power performance and load analyses of two different types of vertical-axis tidal-current turbines using the computational fluid dynamics (CFD) method. To analyze the power output and loads, we perform transient CFD simulations considering the cavitation model using ANSYS CFX. The averaged power output of an H-type rotor was 7.47 kW and 67.6 kW in normal and extreme operating conditions, respectively, which did not satisfy the initial design conditions. However, in the case of the helical-type rotor, the power output under normal and extreme conditions were close to the expected values. The cavitation, which may cause instantaneous power fluctuation, occurred repeatedly at the suction side of the rotors. In order to guarantee a more stable power supply and to prevent fatigue failure, we require a design that minimizes cavitation.

Stiffness of Bucket Foundation in Sand (사질토 지반에 설치된 버킷기초의 강성)

  • Park, Jeongseon;Park, Duhee;Yoon, Sewoong;Jang, Hwasup;Yoon, Jinam
    • Journal of the Korean GEO-environmental Society
    • /
    • v.18 no.8
    • /
    • pp.5-15
    • /
    • 2017
  • To perform an integrated load analysis carried out to evaluate the stability evaluation of wind turbine generators, the six degree-of-freedom stiffness matrix of foundation, which describes relationships between loads and displacement, is needed. Since the foundation stiffness should accurately reflect the shape of foundation and the condition of soil, it is necessary to calculate the stiffness of the bucket foundation that considers the elasto-plastic behavior of the soil. In this study, finite element analyses were performed for a range of soils and shapes of bucket foundations to estimate the foundation stiffness. Normalized stiffness curves are developed from respective numerical simulations. Proposed results are considered to be useful because they can be directly applied in the design.

The Optimal Design and Economic Evaluation of a Stand-Alone RES Energy System for Residential, Agricultural and Commercial Sectors (신재생에너지 기반 독립 에너지공급 시스템 최적 설계 및 에너지수요 부문별 경제성 평가)

  • Kim, Kihyeon;Kim, Jiyong
    • Korean Chemical Engineering Research
    • /
    • v.54 no.4
    • /
    • pp.470-478
    • /
    • 2016
  • Greenhouse gas (GHG) emissions caused by fossil fuels consumption is one of the challenging issues worldwide. Renewable energy source (RES)-based energy supply system can be a promising alternative to the current fossil fuel-based system. In this study, we propose an optimization approach for designing a stand-alone hybrid energy supply system using RES and evaluating economic performances of the energy systems. The suggested approach is used to answer the questions; i) what technology is suitable to various demand sectors in different regions, and ii) how does it cost to meet the demand in term of the levelized costs of energy (LCOE). We illustrate the applicability of the proposed approach by applying to the design problem of energy supply systems for residential, agricultural and commercial sectors of Korea. As the results of LCOE analysis, for the residential sector has the LCOE ranging of $0.37~$0.44/kWh, the agricultural sector of $0.15~$0.61/kWh and the commercial sector of $0.12~$0.28/kWh.

Model Test for Towing Stability and Seakeeping of a Multi-Purpose Mobile Base (해상풍력 일괄설치시스템 예인 안정성 및 내항성능 평가를 위한 모형시험)

  • Cho, Dong-Ho;Lee, Jun-Shin;Ryu, Moo-Sung;Jung, Min-Uk;Lee, Ho-Yeop;Han, Kwan-Woo;Kim, Seung-Han
    • KEPCO Journal on Electric Power and Energy
    • /
    • v.6 no.2
    • /
    • pp.163-171
    • /
    • 2020
  • A model test for assessment of towing stability and seakeeping of a multi-purpose mobile base (MMB) was performed in calm water and wave conditions. Scale ratio of the MMB was 1/48. Tension of the towing line was measured during tests to estimate effective power to tow the full scale MMB. The tests were repeated with towing speed. In addition, an inertial measurement unit was used to measure six DOF motion of the model. Seakeeping performance was assessed through the captive model test.

Experimental and Phenomenological Modeling Studies on Variation of Fiber Volume Fraction during Resin Impregnation in VARTM (VARTM 공정에서 수지 함침에 따른 섬유체적율 변화의 측정 및 현상학적 모델링 연구)

  • Kim, Shin O;Seong, Dong Gi;Um, Moon Kwang;Choi, Jin Ho
    • Composites Research
    • /
    • v.28 no.6
    • /
    • pp.340-347
    • /
    • 2015
  • As resin impregnates through the fiber preform in vacuum assisted resin transfer molding process, the volume of fibers is changed by expansion of fiber mat according to filling time. It causes not only the change in dimension but also the decrease of mechanical properties of the composite product. Moreover, it results in the economic loss by increase of the used amount of resin especially in the large product such as wind turbine blade. In this study, the ways to control fiber volume fraction were investigated by both the experimental and theoretical analyses on the expansion of fiber preform as the preform was impregnated by resin in the VARTM process. Two kinds of swelling stage were observed as flow front progressed, which was analyzed by comparing the experimental and simulation results. The process parameters are expected to be optimized by investigating the swelling behavior of fiber preform in the manufacturing process of the composite product.

Mechanical Properties of Filling Materials for Bored Pile in Rock (암반매입말뚝을 위한 주면고정액의 역학적 특성)

  • Moon, Kyoungtae;Park, Sangyeol;Shin, Mingun
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.37 no.4
    • /
    • pp.637-645
    • /
    • 2017
  • Jeju Island is composed of irregular volcanic rock layers formed by several volcanic activities. Since structure such as the offshore wind turbine has to support considerably large over turning moment due to long distance from foundation to load point and relatively large horizontal load. Pile foundations are needed to economically support such structure even in the case of rock layer. Therefore, in this study, mechanical performances are estimated by mixing ratio of water, cement, and sand to figure out optimal mixing ration of filling material for pile penetrated to rocky layers, and outcomes of this study are compared and analyzed with results of other researches. In the same conditions, mechanical performances of the mortar (S/(S+C)=20~40%) are better than those of cement paste and soil cement. On the basis of major outcome of this study, appropriate range of mixing and a strengthening model are suggested.

A Study on the Performance Prediction of Marine System using Approximation Model (근사모델을 이용한 해양시스템 성능예측에 관한 연구)

  • Lee, Jae-chul;Shin, Sung-chul;Lee, Soon-Sub;Kang, Dong-hoon;Lee, Jong-Hyun
    • Journal of the Korean Institute of Intelligent Systems
    • /
    • v.26 no.4
    • /
    • pp.286-294
    • /
    • 2016
  • In the initial design stage, the geometry of systems needs to be optimized regarding its performance. However, performance analysis is very time-consuming. Therefore, optimization becomes difficult/impossible problems because we need to evaluate the system performance for alternative design cases. To overcome this problem, many researchers perform prediction of system performance using the approximation model. The response surface method (RSM) is typically used to predict the system performance in the various research fields, but it presents prediction errors for highly nonlinear systems. The major objective of this paper is to propose a proper prediction method for marine system problems. Case studies of marine systems (the substructure of a floating offshore wind turbine considering hydrodynamic performance and bulk carrier bottom stiffened panels considering structure performance) verify that the proposed method is applicable to performance prediction in marine systems.

A Study on the Method to Evaluate Minimum Capacity of Energy Storage System(ESS) for Micro Grid(MG) Design (확률론적 방법론을 이용한 마이크로그리드(MG)의 에너지 저장장치(ESS) 최소 필요용량 및 투자시점 결정방법)

  • Lee, Jae-Gul;Shin, Jeong-Hoon;Nam, Su-Chul;Baek, Sung-Muk
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
    • /
    • v.24 no.8
    • /
    • pp.40-47
    • /
    • 2010
  • In this paper, we propose a probability method to determine minimum capacity of energy storage system(ESS) for Micro Grid(MG). Because of high capital cost of ESS, it's very important to determine optimal capacity of ESS and for stable operation of MG and we should determine minimum capacity of ESS. The proposed method has abilities to consider forced outage rate of generators and intermittent of non-dispatchable generators and minimum capacity make MG keep energy balancing by oneself.

Effect of water jetting parameters on the penetration behavior of jack-up spudcan in surficial sand condition

  • Han, Dong-Seop;Kim, Seung-Jun;Kim, Moo-Hyun
    • Ocean Systems Engineering
    • /
    • v.5 no.1
    • /
    • pp.1-19
    • /
    • 2015
  • The water jetting system for a jack-up spudcan requires the suitable design considering the platform/spudcan particulars, environments, and soil conditions, either the surficial clay or surficial sand. The usage of water jetting depends critically on soil conditions. The water jetting is usually used for the smooth and fast extraction of the spudcan in the surficial clay condition. It is also required for inserting spudcan up to the required depth in the surficial sand condition, which is investigated in this paper. Especially, it should be very careful to use the water jetting during an installation of spudcan in the surficial sand condition, because there is a risk of overturning accident related to the punch-through. Therefore, in this study, the effect of water jetting flow rate and time on the change of soil properties and penetration resistance is analyzed to better understand their interactions and correlations when inserting the spudcan with water jetting in surficial sand condition. For the investigation, a wind turbine installation jack-up rig (WTIJ) is selected as the target platform and the multi layered soil (surficial sand overlaying clays) is considered as the soil condition. The environmental loading and soil-structure interaction (SSI) analysis are performed by using CHARM3D and ANSYS. This kind of investigation and simulation is needed to decide the proper water jetting flow rate and time of spudcan for the given design condition.

Out-Of-Plane Bending Stiffnesses in Offshore Mooring Chain Links Based on Conventional and Advanced Numerical Simulation Techniques (기존/개선 수치 해석 기법을 이용한 계류 체인 링크의 면외 굽힘 강성)

  • Choung, Joonmo;Lee, Jae-bin;Kim, Young Hun
    • Journal of Ocean Engineering and Technology
    • /
    • v.32 no.5
    • /
    • pp.297-309
    • /
    • 2018
  • After an accident involving mooring link failures in an offloading buoy, verification of the fatigue safety in terms of the out-of-plane bending (OPB) and in-plane bending (IPB) moments has become a key engineering item in the design of various floating offshore units. The mooring links for an 8 MW floating offshore wind turbine were selected for this study. To identify the OPB stiffness (OPB moment versus interlink angle), a numerical simulation model, called the 3-link model, is usually composed of three successive chain links closest to the fairlead or chain hawse. This paper introduces two numerical simulation techniques for the 3-link analyses. The conventional and advanced approaches are both based on the prescribed rotation approach (PRA) and direct tension approach (DTA). Comparisons of the nominal stress distributions, OPB stiffnesses, hotspot stress curves, and stress concentration curves are presented. The multiple link analyses used to identify the tension angle versus interlink angle require the OPB stiffness data from the 3-link analyses. A convergence study was conducted to determine the minimum number of links for a multi-link analysis. It was proven that 10 links were sufficient for the multi-link analysis. The tension angle versus interlink angle relations are presented based on multi-link analyses with 10 links. It was found that the subsequent results varied significantly according to the 3-link analysis techniques.