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해상풍력단지 내 공존어업설비 호미닻 성능 검증 실험 및 수치 해석 연구

Drag Anchor Performance Experiment and Numerical Analysis for Coexistence Fishery Facility in Offshore Wind Farm

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주제분류기타공학

초록

This paper investigates the resistance performance of drag anchors used for aqua farms installed in southwestern offshore wind farms in Korea. These anchors have been employed for a long time without any quantitative evaluation. Experimental campaigns were performed at the target site and the results were used to validate the numerical model by changing the penetration depths in the uniformly distributed seabed (i.e., flat). Based on the validated model with good agreement with the experiments (ARE 1.8 %), the resistance of the anchor with different pullout angles was thoroughly examined. It is worth noting that the Coupled Eulerian-Lagrangian (CEL) technique was applied to account for the large deformation of the anchor; Eulerian for the seabed and Lagrangian for the structure. The numerical results indicated that the pullout resistance is vulnerable to horizontal inclined force rather than vertical inclination, implying that the optimum performance is ideally expected to be 0-degree force applied.

Abstract

This paper investigates the resistance performance of drag anchors used for aqua farms installed in southwestern offshore wind farms in Korea. These anchors have been employed for a long time without any quantitative evaluation. Experimental campaigns were performed at the target site and the results were used to validate the numerical model by changing the penetration depths in the uniformly distributed seabed (i.e., flat). Based on the validated model with good agreement with the experiments (ARE 1.8 %), the resistance of the anchor with different pullout angles was thoroughly examined. It is worth noting that the Coupled Eulerian-Lagrangian (CEL) technique was applied to account for the large deformation of the anchor; Eulerian for the seabed and Lagrangian for the structure. The numerical results indicated that the pullout resistance is vulnerable to horizontal inclined force rather than vertical inclination, implying that the optimum performance is ideally expected to be 0-degree force applied.

참고문헌 (10)

  1. Lee, Y, "Government policies and recent research trends related to offshore wind power regional conflict", The Korean Society for New and Renewable Energy, 01(01) (2021)
  2. 최은지, "공존형 해상풍력단지시설을 이용한 바다목장 사업의 경제적 타당성 검토", 상품학연구, 33(6), pp.73~80 (2015), 한국상품학회[DOI]
  3. 이선민, "외해 해조류 양식시설의 동적특성 해석", 한국해양공학회지, 27(6), pp.7~15 (2013), 한국해양공학회
  4. dTest bed for 2.5GW offshore wind farm at yellow sea design basis final report, "Korea Electric Power Research Institute", 104~152 (2016)
  5. Kim, Y. H., "Dynamic installation of a torpedo anchor in two-layered clays", Canadian Geotechnical Journal, 55(3), pp.446~454 (2018)
  6. ABAQUS, "Analysis User’s Manual, Version 6.12", ~ (2012)
  7. Randolph, M. F., "Characterisation of soft sediments for offshore applications", 2nd International Conference on Site Characterization, 1, pp.209~232 (2004)
  8. Randolph, M. F., "In situ testing for design of pipeline and anchoring systems", 6th Offshore Site Investigation –Confronting New Challenges and Sharing Knowledge, pp.251~262 (2007)
  9. Einav, I., "Combining upperbound and strain path methods for evaluating penetration resistance", International Journal for Numerical Methods in Engineering, 63(14), pp.1991~2016 (2005)
  10. Won, J., "Influence of Improved Soil Layer with Deep Mixing Method on the Penetration Performance of Spudcan Foundations in Multilayer Clays", Offshore Technology Conference Asia (2016)

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