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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KeAi Communications Co., Ltd.
2017-06-01
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Series: | Petroleum Exploration and Development |
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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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