海洋平台现场动态应力测试

迄今为至胜利浅海油田已相继建成大小平台几十座,平台结构型式是导管架式,志管架平台的结构计算理论已基本成熟,现场应力测试是对平台结构设计的验证、补充和发展,但是有关平台的现场应力测试在海洋工程界则是一个空白。本文主要介绍埕北２５Ａ井组平台现场应力测试的方法、结果以及与理论计算的对比。     

海上油田泡沫堵水技术研究与应用

如何有效地实现控水增油是目前海上油田进行高效高速开发所面临的问题。泡沫堵水技术作为一项控水增油的增产工艺措施在陆上油田得到了成功的应用,且近年来泡沫设备的改进使得该技术在海上油田的应用成为可能。此文通过泡沫静态实验、动态实验优选出了适合目标油藏条件的高效起泡剂,并对泡沫的油敏性,封堵能力,提高采收率性能进行了研究。实验结果表明,筛选出的起泡剂就有较好的起泡性能,泡沫具有较好的堵水效果,堵水率最高达到97．8％,且对高渗模型提高采收率幅度达到15．9％。通过在海上油田的应用,该技术实现了控水增油的作用,取得了较好的增产效果。     

油气爆炸作用下海洋平台抗冲结构研究

海洋平台在服役期间,常会遭受到油气泄露而爆炸引起的冲击破坏.结合歧口QK18-2海洋平台结构,利用非线性瞬态动力学计算软件MSC.Dytran对气体爆炸造成海洋平台结构的损伤机理进行数值仿真研究.在此基础上,详细研究舱室在爆炸载荷下的动态响应,将舱室和爆炸区之间的围壁结构采用增加板厚和改变支撑结构形式、尺寸等四种不同的方式进行比较研究,得出支撑结构对于平台抗冲击的重要性,从而提出有效可行的抗冲结构形式.     

海洋平台优化设计的研究进展

结构优化是结构设计理论的重要发展,随着“十五”渤海大油田勘探开发战略的实施,结构优化技术将在新型抗冰振平台设计中发挥重要作用。从静力优化设计、动力优化设计、基于可靠度优化设计、全寿命优化设计四个方面论述了海洋平台结构优化设计的研究现状,并展望了海洋平台优化设计的研究前景。     

海洋油气开发工程环境影响评价特点浅析

相比陆上油气开发工程和其他海洋工程而言,海洋油气开发工程有其自身的特点,海洋油气开发工程环境影响评价应关注的内容与其他工程有所不同。文章通过分析海洋油气开发工程的特点以及对环境影响的特点,提出海洋油气开发工程环境影响评价要点,即包括施工期悬浮泥沙及钻井液钻屑排放对海洋生态环境的影响、运营期含油生产水排放对海洋生态环境的影响、工程建设对海洋环境敏感目标的影响、溢油事故环境风险分析、污染防治及生态保护措施,并针对目前海洋油气开发工程环境影响评价存在的问题提出改进建议。     

海上油气平台和海底电缆管道信息化系统的设计与应用

为加强对海上油气平台和海底电缆管道的信息化管理,为海洋管理部门的使用审批和相关企业的安全生产提供信息服务和决策支持,文章基于国家海域动态监视监测管理系统,设计开发海上油气平台和海底电缆管道信息化系统。该系统采用多层架构体系,具有较强的扩展性;分为数据整理、行政审批、统计分析、综合展示和系统管理5个功能模块,采用面向服务的软件架构、模型驱动的系统设计和开发以及MVC技术框架等关键技术,实现数据标准化和共享化、审批全过程管理以及二/三维可视化等功能。目前系统运行状况良好,已获取大量海上油气平台和海底电缆管道信息,在三维展示方面仍需完善。     

浅海海底地形变迁对海上平台动力特性的影响

海上平台在服役期间,由于周围自然环境以及水动力条件的改变,使得其所在海域地形条件与设计时相比有较大的变化,这势必会对平台的动态响应产生影响。以老黄河口海域埕岛“中心1号”生活平台为例,通过现场实测和数值计算,分析了海底地形变迁对海上平台动力特性所产生的影响,为该海域未来平台的设计和施工提供参考。     

Effects of Internal Flow on Vortex-Induced Vibration and Fatigue Life of Submarine Pipelines

- With the rapid development of the offshore oil industries, submarine oil / gas pipelines have been widely used. Under the complicated submarine environmental conditions, the dynamic characteristics of pipelines show some new features due to the existence of both internal and external flows. The paper is intended to investigate the vortex-induced vibration of the suspended pipeline span exposed to submarine steady flow. Especially, the effects of the flow inside the pipeline are taken into account. Its influences on the amplitude of pipeline response, and then on the fatigue life, are given in terms of the velocity of the internal flow.     

土的周期加载实验的研究

作者对室内土的周期加载实验进行了较全面的综述。包括实验设备、方法、结果及分析模型 ,并对以后的研究提出建议。随着海上石油的开发及海岸构筑物的建设 ,迫切需要对海底土动力学特性进行研究。掌握目前世界在这一领域的研究现状有助于在高超点上开展创新工作和解关键问题。     

Study on Dynamic Characteristics of Hydraulic Pumping Unit on Offshore Platform

A new technology of offshore oil rod pumping production is developed for offshore heavy oil recovery. A new type of miniature hydraulic pumping unit with long-stroke, low pumping speed and compact structure is designed based on the spatial characteristics of offshore platforms. By combining the strengths of sinusoidal velocity curve and trapezoidal velocity curve, a kinematical model of the acceleration, the velocity and displacement of the pumping unit''s hanging point is established. The results show that the pumping unit has good kinematic characteristics of smooth motion and small dynamic load. The multi-degree-of-freedom dynamic model of the single-well pumping unit is established. The first and second order natural frequencies of the sucker rod string subsystem and the pumping unit subsystem are studied. The results show that the first and the second order natural frequencies among the pumping rod string, pumping unit-platform subsystem and the dynamic excitation have differences over 5 times from each other, indicating that resonance phenomenon will not appear during the operation and the dynamic requirements for field use are met in the system.     

冰激振动下简易平台的动态优化设计

简易平台是边际油田开发的主要结构形式,由于平台结构形式简单,受到动力荷载作用响应比较大。采用动态设计可以合理优化平台结构形式,达到降低平台动力响应的效果。文中以JZ20-2NW简易平台为原型,运用ANSYS有限元分析软件对其进行冰激振动下的动态优化设计。结果表明,动态设计减振效果明显,可供设计人员参考。     

海上某油田防膨剂的筛选与评价

针对海上油田储层特点筛选黏土防膨剂,对控制储层水敏伤害和保障整个油田的持续高效开发有非常重要的意义。综合多种防膨剂评价方法的长处,采用静态与动态相结合的实验评价方法,筛选了适用于海上某油田注水开发的黏土防膨剂。对于优选出质量分数为1％的FP一3A黏土防膨剂,静态评价离心法防膨率为79．1％,X．射线衍射法防膨率为54．6％,膨胀仪法防膨率为80．7％,岩心线性膨胀率为0．73％,每100g静态吸附量0．29g;动态评价渗透率保留率大于70％,最佳注入浓度0．5％～1．0％,且渗透率波动范围小,防膨效果稳定且作用时间长,适于海上某油田注水开发应用。     

海上油田油套管数据库构建与智能推荐方法研究

海洋石油开发过程中面临着复杂多样的储层环境,对油套管的强度、密封性等性能提出了严格要求,合理选择适合的油套管对油气钻采至关重要。本文首先对渤海、东海、南海东部、南海西部海域进行了基础数据的收集,主要包括油田分布情况、油气藏特点;并进行双变量相关性分析,明确了海况参数与油套管技术参数的相关性。在此基础上,根据不同储层地质特点和差异建立了适用于各海域的海上油田油套管推荐体系;采用Django+MySQL为开发工具进行开发,形成一套基于Web前端的海上油田油套管数据库管理系统;最后通过渤海海域埕北油田M1井应用案例测试,获得合适的油套管推荐方案,验证了该海上油田油套管数据库的实用性。海上油田油套管管理系统的建立能够高效、科学的管理油套管的应用信息,有利于未来海上油田的开发。     

Optimum design of ice-resistant offshore jacket platforms in the Bohai Gulf in consideration of fatigue life of tubular joints

Economy and ice-resistance are two factors that must be considered in the design of offshore oil platforms in the Bohai Gulf. This paper focuses on the optimal design of ice-resistant offshore jacket platforms in the Bohai Gulf in consideration of fatigue life of tubular joints, with the minimum initial weight and satisfying dynamic properties. An efficient fatigue analysis procedure based on spectral analysis is proposed, in which a hybrid finite element model is adopted to simulate the jacket platform and the tubular joints, and the pseudo-excitation method is used to calculate the power spectral density of the hot spot stress. Finally, a practical jacket platform with an ice-breaking cone in the Bohai Gulf is optimized, and the results demonstrate that the fatigue life of tubular joints could be improved and the weight of jackets decreased simultaneously.     

Dynamic Analysis of A 5-MW Tripod Offshore Wind Turbine by Considering Fluid–Structure Interaction

Fixed offshore wind turbines usually have large underwater supporting structures. The fluid influences the dynamic characteristics of the structure system. The dynamic model of a 5-MW tripod offshore wind turbine considering the pile–soil system and fluid structure interaction (FSI) is established, and the structural modes in air and in water are obtained by use of ANSYS. By comparing low-order natural frequencies and mode shapes, the influence of sea water on the free vibration characteristics of offshore wind turbine is analyzed. On basis of the above work, seismic responses under excitation by El-Centro waves are calculated by the time-history analysis method. The results reveal that the dynamic responses such as the lateral displacement of the foundation and the section bending moment of the tubular piles increase substantially under the influence of the added-mass and hydrodynamic pressure of sea water. The method and conclusions presented in this paper can provide a theoretical reference for structure design and analysis of offshore wind turbines fixed in deep seawater.     

Effect of liquid storage tanks on the dynamic response of offshore platforms

The sloshing of liquids in storage tanks on fixed offshore structures affects both the natural frequencies and damping. Analytic procedures by which one may account for these effects are presented. Also shown is a method for design of tankage that will result in suppression of dynamic response at the fundamental flexural natural frequency of the structure. An important aspect is that no new equipment is required but only optimum configuration of tankage that is already required for storage of water, fuel, mud or crude oil. Supporting data from full scale field studies are presented.     

内孤立波作用下柔性跨接管动力性能研究

活跃在中国南海的内孤立波已经成为该地区海洋油气资源开发中不得不考虑的因素。跨接管作为连接水下油气储存开采设施与海面油气处理设施的重要装置,由于具有较大柔性,由内孤立波引起的剪切海流将会对其产生巨大影响。采用KdV方程对内孤立波进行模拟,基于向量式有限元法,建立了柔性跨接管的动力学分析模型,对不同方向内孤立波作用下的跨接管的动力性能进行分析。分析结果表明在内孤立波作用下,跨接管存在一个明显的动力过程,能够导致跨接管产生较大的位置移动及其整体位置的抬升,同时跨接管对于内孤立波的入射角十分敏感,其内力可能发生突然变化。内孤立波的振幅对跨接管的极值响应有显著影响。     

电子海图在海上油田安控系统中的应用

从海洋石油开发实际需求出发,通过分析海上油田安控系统的基本原理及其组成,详细介绍了如何利用M apX控件构建3G(GPS/GIS/GPRS)综合信息处理平台,根据系统流程对海图制作、船舶定位、航行轨迹记录和安控与调度等关键部分进行设计与实现。该系统为海上油田作业及航运提供远程监控、调度和安全控制,确保海上油田施工作业安全,提高航运效率。     

Dynamic Analysis of A 5-MW Tripod Offshore Wind Turbine by Considering Fluid–Structure Interaction

Fixed offshore wind turbines usually have large underwater supporting structures.The fluid influences the dynamic characteristics of the structure system.The dynamic model of a 5-MW tripod offshore wind turbine considering the pile–soil system and fluid structure interaction(FSI) is established,and the structural modes in air and in water are obtained by use of ANSYS.By comparing low-order natural frequencies and mode shapes,the influence of sea water on the free vibration characteristics of offshore wind turbine is analyzed.On basis of the above work,seismic responses under excitation by El-Centro waves are calculated by the time-history analysis method.The results reveal that the dynamic responses such as the lateral displacement of the foundation and the section bending moment of the tubular piles increase substantially under the influence of the added-mass and hydrodynamic pressure of sea water.The method and conclusions presented in this paper can provide a theoretical reference for structure design and analysis of offshore wind turbines fixed in deep seawater.