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2 MW급 수상태양광 발전 설비의 전체 모듈 해석을 통한 구조 안전성 평가

Structural Safety Evaluation through Full Modules Analysis of 2 WM Class Floating Photovoltaic Power Plant

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키워드

주제분류기타공학

초록

Unlike land-based photovoltaic power generation systems, floating photovoltaic power generation systems are installed in a reservoir or marine environment and use a floating body and mooring device. Therefore, it is difficult to evaluate structural safety. To evaluate the structural safety of a floating solar power plant, it is necessary to calculate the wind load and wave load in consideration of the floating body, mooring device, and joint. In this study, analysis was performed on the entire model of a 2 MW class floating photovoltaic power plant. To calculate the applied load, a two-dimensional (2D) flow analysis was performed to calculate the wind load acting on the solar panel. Then, wave analysis, including currents, was performed to calculate the wave load acting on the floating body. Through the analysis, the tension and displacement acting on the mooring device generated by the current, wind load, and wave load were confirmed. Finally, structural analysis was performed on the unit where the wind load, current, wave load, and mooring force acted the most. Thus, the structural safety of the floating photovoltaic power generation facility was evaluated.

Abstract

Unlike land-based photovoltaic power generation systems, floating photovoltaic power generation systems are installed in a reservoir or marine environment and use a floating body and mooring device. Therefore, it is difficult to evaluate structural safety. To evaluate the structural safety of a floating solar power plant, it is necessary to calculate the wind load and wave load in consideration of the floating body, mooring device, and joint. In this study, analysis was performed on the entire model of a 2 MW class floating photovoltaic power plant. To calculate the applied load, a two-dimensional (2D) flow analysis was performed to calculate the wind load acting on the solar panel. Then, wave analysis, including currents, was performed to calculate the wave load acting on the floating body. Through the analysis, the tension and displacement acting on the mooring device generated by the current, wind load, and wave load were confirmed. Finally, structural analysis was performed on the unit where the wind load, current, wave load, and mooring force acted the most. Thus, the structural safety of the floating photovoltaic power generation facility was evaluated.

참고문헌 (6)

  1. 정관용, "풍하중을 고려한 100 kW급 태양광 발전 설비 지지구조물의 응력해석", 한국정밀공학회지, 37(7), pp.493~501 (2020), 한국정밀공학회[DOI]
  2. 최진우, "수상 부유식 태양광발전 구조물의 구조적 성능 평가", 대한토목학회논문집(국문), 34(5), pp.1353~1362 (2014), 대한토목학회[DOI]
  3. 김용우, "풍하중을 받는 태양광 추적 구조물의 응력해석", 한국생산제조학회지, 21(5), pp.747~754 (2012), 한국생산제조학회[DOI]
  4. Kim, S. H., "Design and Installation of 500-kW Floating Photovoltaic Structures Using High-Durability Steel", Energies, 13(19), pp.4996~ (2020)
  5. Choi, H., "Development of the Floating Type Photovoltaic Energy Generation System", Journal of the Korean Society for Advanced Composite Structures, 1(1), pp.16~26 (2010)
  6. 김현구, "북대구 집광형 태양열 발전소 헬리오스탯 필드의 풍하중 분석", 한국태양에너지학회 논문집, 40(6), pp.35~41 (2020), 한국태양에너지학회[DOI]

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