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Basic Design of Subsea Manifold Suction Bucket

심해저 원유 생산용 매니폴드 기초 석션 버켓 기본 설계

  • Woor, Sun-Hong (Department of Naval Architecture and Ocean Engineering, Inha University) ;
  • Lee, Kangsu (Offshore Plant Research Division, Korea Research Institute of Ships & Ocean Engineering) ;
  • Choung, Joonmo (Department of Naval Architecture and Ocean Engineering, Inha University)
  • 우선홍 (인하대학교 조선해양공학과) ;
  • 이강수 (한국해양과학기술원 부설 선박해양플랜트연구소) ;
  • 정준모 (인하대학교 조선해양공학과)
  • Received : 2017.11.22
  • Accepted : 2018.02.13
  • Published : 2018.04.20

Abstract

This paper presents the design procedure of the suction bucket used to support a subsea manifold. The soil-suction bucket interaction numerical analysis technique was verified by comparing the present results with a reference data. In order to simulate the soil-bucket interaction analyses of a subsea manifold structure, various material data such as undrained shear strength, elastic modulus, and poisson ratio of soft clay in Gulf of Mexico were collected from reference survey. We proposed vertical and horizontal design loads based on system weights and current-induced drag forces. Under the assumption that diameter of the suction bucket was 3.0 m considering real dimension of the subsea manifold frame structures, aspect ratio was decided to be 3.0 based on reference survey. The ultimate bearing load components were determined using tangent intersection method. It was proved that the two design load components were less than ultimate bearing loads.

Keywords

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