严正声明:近期,《海洋技术学报》编辑部发现某些中介组织利用假冒网站、电子信箱、电话等方式,以可以快速刊发稿件为由,向作者提供假冒录用通知并收取费用。对此,我刊发布严正声明,详见动态信息公告。
硬悬挂钻井隔水管涡激振动特性研究
Study on the Vortex-Induced Vibration Characteristics for Drilling Risers Evacuated from Typhoon in the Hard Hang-Off Mode
  
DOI:
中文关键词:  隔水管  硬悬挂  涡激振动  浮力块  避台撤离
英文关键词:drilling risers  hard hang-off mode  vortex induced vibration (VIV)  buoyancy modules  evacuation from typhoon
基金项目:
作者单位
齐娟娟1,王嘉松1,刘正礼2,罗俊丰2,王荣耀2 1. 上海交通大学 船舶海洋与建筑工程学院2. 中海石油深海开发有限公司 
摘要点击次数: 838
全文下载次数: 0
中文摘要:
      本文针对深水钻井过程中遭遇强台风,基于安全性考虑要求钻井平台悬挂隔水管提前撤离的问题,采用软件SHEAR7对HYSY981钻井平台硬悬挂隔水管系统避台风撤离作业过程中,受南海一年一遇海流作用时诱发的涡激振动(VIV),研究航速与悬挂长度对VIV特性的影响。研究表明,浮力块覆盖率越高,隔水管系统张力越小;浮力块分布对隔水管系统VIV响应影响较大,25%交错布置方案VIV响应最弱。隔水管并非越短越好,要综合考虑洋流剖面、隔水管配置和平台航行的影响;在不同悬挂长度及航行条件下的VIV响应,在撤离作业前应尽量避免在高流速区布置浮力单根,撤离作业时应尽量采用顺流而避免平台逆流航向。
英文摘要:
      For safety considerations, drilling platform is needed to be evacuated with the risers hung off in advance of encountering severe typhoons during drilling operations. There exists a security risk due to vortex-induced vibration (VIV) under the interaction of ocean currents and the navigation of the platform. In this paper, the SHEAR7 software is used to study the VIV characteristics of the drilling risers of the HYSY981, a deepwater semi-submersible drilling platform, under the hard hang-off mode when evacuating platform with risers under the current speed in once-in-a-year environmental conditions in the South China Sea. The study shows that the tension of risers lowers with higher coverage rate of buoyancy modules. Moreover, the distribution of buoyancy modules has considerable impact on VIV response which is weakest in the alternative arrangement scheme of 25% coverage. However, shorter risers are not necessarily better, it is needed to analyze the combined effects of ocean currents, configuration of risers and the navigation conditions of the platform. The computing results indicate that it is necessary to avoid the layout of buoyancy modules in high current velocity areas as well as avoid sailing the platform upstream.
查看全文  查看/发表评论  下载PDF阅读器