A new type of anti-heave semi-submersible drilling platform

A new type of semi-submersible drilling platform is designed. The numerical simulation software is used to analyze the heave response of the new platform in the frequency domain and time domain, and the semi-submersible drilling platforms with double-floating four-column structure and heave plate st...

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Main Authors: Bo CHEN, Zhiyong YU, Yong LYU, Xiaojian LI, Chunfang LI
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2017-06-01
Series:Petroleum Exploration and Development
Online Access:http://www.sciencedirect.com/science/article/pii/S1876380417300563
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spelling doaj-46114f9a65d84a4996ffa519eb9ea90c2021-03-02T09:57:19ZengKeAi Communications Co., Ltd.Petroleum Exploration and Development1876-38042017-06-01443487494A new type of anti-heave semi-submersible drilling platformBo CHEN0Zhiyong YU1Yong LYU2Xiaojian LI3Chunfang LI4School of Mechanical and Electrical Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaCorresponding author; School of Mechanical and Electrical Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaSchool of Mechanical and Electrical Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaSchool of Mechanical and Electrical Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaSchool of Mechanical and Electrical Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaA new type of semi-submersible drilling platform is designed. The numerical simulation software is used to analyze the heave response of the new platform in the frequency domain and time domain, and the semi-submersible drilling platforms with double-floating four-column structure and heave plate structure are compared with the new platform. This paper introduces the design principles of the new platform and the theoretical basis, mathematical model and boundary conditions during correlation analysis. The numerical simulation results show that the maximum and mean values of the heave response of the new platform are significantly reduced in the frequency domain analysis compared with the double-floating four-column and the heave-plate structure platform; and the new platform has a significant increase in the natural heaving period of the new platform, which can effectively prevent the occurrence of resonance. In the mooring time domain coupling analysis, the surge, sway and roll response of the new platform is small, and the heave response is greatly reduced. In the spectral analysis, the new platform has a smaller peak response and better wave frequency characteristics. The new platform has excellent anti-heave performance, reasonable structure and feasibility, and can provide reference for the design and selection of new generation semi-submersible drilling platform. Key words: drilling platform, semi-submersible drilling platform, heave prevention, frequency domain analysis, time domain analysishttp://www.sciencedirect.com/science/article/pii/S1876380417300563
collection DOAJ
language English
format Article
sources DOAJ
author Bo CHEN
Zhiyong YU
Yong LYU
Xiaojian LI
Chunfang LI
spellingShingle Bo CHEN
Zhiyong YU
Yong LYU
Xiaojian LI
Chunfang LI
A new type of anti-heave semi-submersible drilling platform
Petroleum Exploration and Development
author_facet Bo CHEN
Zhiyong YU
Yong LYU
Xiaojian LI
Chunfang LI
author_sort Bo CHEN
title A new type of anti-heave semi-submersible drilling platform
title_short A new type of anti-heave semi-submersible drilling platform
title_full A new type of anti-heave semi-submersible drilling platform
title_fullStr A new type of anti-heave semi-submersible drilling platform
title_full_unstemmed A new type of anti-heave semi-submersible drilling platform
title_sort new type of anti-heave semi-submersible drilling platform
publisher KeAi Communications Co., Ltd.
series Petroleum Exploration and Development
issn 1876-3804
publishDate 2017-06-01
description A new type of semi-submersible drilling platform is designed. The numerical simulation software is used to analyze the heave response of the new platform in the frequency domain and time domain, and the semi-submersible drilling platforms with double-floating four-column structure and heave plate structure are compared with the new platform. This paper introduces the design principles of the new platform and the theoretical basis, mathematical model and boundary conditions during correlation analysis. The numerical simulation results show that the maximum and mean values of the heave response of the new platform are significantly reduced in the frequency domain analysis compared with the double-floating four-column and the heave-plate structure platform; and the new platform has a significant increase in the natural heaving period of the new platform, which can effectively prevent the occurrence of resonance. In the mooring time domain coupling analysis, the surge, sway and roll response of the new platform is small, and the heave response is greatly reduced. In the spectral analysis, the new platform has a smaller peak response and better wave frequency characteristics. The new platform has excellent anti-heave performance, reasonable structure and feasibility, and can provide reference for the design and selection of new generation semi-submersible drilling platform. Key words: drilling platform, semi-submersible drilling platform, heave prevention, frequency domain analysis, time domain analysis
url http://www.sciencedirect.com/science/article/pii/S1876380417300563
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