Analysis of lateral dynamic response characteristics of drilling riser during installation of deep-water Christmas tree

IF 0.9 4区 工程技术 Q3 ENGINEERING, MULTIDISCIPLINARY
Sun Qiaolei , Liu Yuwei , Xia Le , Feng Ding , Deng Long , Wang Jiangang
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引用次数: 0

Abstract

In this research, in order to investigate the safety risk of drilling riser during deep-water Christmas tree lowering process and determine the basic parameters for the safety calculation of the upper part of the Christmas tree, wave-current force calculation method is explained based on modified Morison equation. According to differential element method, the dynamic equations of vertical and horizontal bending of riser under wave and current conditions are derived and equation solution method and calculation stability conditions are analyzed. By combining the upper and lower boundaries of riser during Christmas tree connection and environmental load factors, dynamic responses of riser under different wave, top tension, platform drift, operating water depth and other parameters are investigated. The obtained results show that maximum lateral displacement, corresponding water depth and bending moment of riser as well as the amplitude and period of displacement fluctuation at riser bottom are increased with the increase of wave velocity and water depth. It is also found that increase of top tension reduced the maximum lateral displacement of riser and increased corresponding water depth, but excessive tension increased the fluctuations of displacement and bending moment at riser bottom. Increase of platform drift increased maximum lateral displacement fluctuation range, bottom string displacement and bending moment of the riser and decreased corresponding maximum displacement water depth. Drift is found to increase the fluctuations of dynamic parameters at riser bottom. Increase of operating water depth increased riser maximum lateral displacement and decreased the period and amplitude of bottom bending moment fluctuations; also, maximum water depth position approached to "1/3" position on sea surface.
深水圣诞树安装过程中钻井隔水管横向动态响应特性分析
为了研究深水采油树下放过程中钻井隔水管的安全风险,确定采油树上部安全计算的基本参数,本文介绍了基于修正Morison方程的波流力计算方法。根据微分单元法,推导了波浪和水流条件下立管垂直弯曲和水平弯曲的动力方程,分析了方程求解方法和计算稳定性条件。结合采油树连接过程中隔水管的上下边界和环境荷载因素,研究了不同波浪、顶部张力、平台漂移、作业水深等参数下隔水管的动力响应。结果表明:随着波速和水深的增加,隔水管最大横向位移、相应的水深、隔水管弯矩以及隔水管底部位移波动幅度和周期均增大;顶张拉增大,隔水管最大侧向位移减小,相应的水深增加,但过大的张拉增大隔水管底部位移和弯矩的波动。平台漂移的增加增加了最大横向位移波动范围、底柱位移和隔水管弯矩,减小了相应的最大位移水深。发现漂移增加了立管底部动力参数的波动。随着作业水深的增加,隔水管最大侧向位移增大,底部弯矩波动周期和幅度减小;最大水深位置接近海面的“1/3”位置。
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来源期刊
Journal of Engineering Research
Journal of Engineering Research ENGINEERING, MULTIDISCIPLINARY-
CiteScore
1.60
自引率
10.00%
发文量
181
审稿时长
20 weeks
期刊介绍: Journal of Engineering Research (JER) is a international, peer reviewed journal which publishes full length original research papers, reviews, case studies related to all areas of Engineering such as: Civil, Mechanical, Industrial, Electrical, Computer, Chemical, Petroleum, Aerospace, Architectural, Biomedical, Coastal, Environmental, Marine & Ocean, Metallurgical & Materials, software, Surveying, Systems and Manufacturing Engineering. In particular, JER focuses on innovative approaches and methods that contribute to solving the environmental and manufacturing problems, which exist primarily in the Arabian Gulf region and the Middle East countries. Kuwait University used to publish the Journal "Kuwait Journal of Science and Engineering" (ISSN: 1024-8684), which included Science and Engineering articles since 1974. In 2011 the decision was taken to split KJSE into two independent Journals - "Journal of Engineering Research "(JER) and "Kuwait Journal of Science" (KJS).
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