谈浅海油田固定平台应急电站设计

结合埕岛中心二号平台的设计实践,对浅海油田固定平台应急发电机组的选型、布置、辅助系统配置、供电范围等内容进行探讨     

埕岛油田的腐蚀现状与防腐蚀技术

从埕岛海洋腐蚀环境入手 ,介绍了埕岛海上平台和海管的腐蚀现状所采用的防腐技术。提出了今后油田的防腐措施     

埕岛油田的腐蚀现状与防腐蚀技术

从埕岛海洋腐蚀环境入手，介绍了埕岛海上平台和海管的腐蚀现状所采用的防腐技术。提出了今后油田的防腐措施。     

胜利埕岛油田海洋工程环境地理信息系统

１系统介绍胜利埕岛油田位于渤海湾南部现代黄河三角洲北部浅海区,１９６４～１９７６年黄河在该区入海。在Ｍａｐｉｎｆｏ平台上开发的胜利埕岛油田海洋工程环境地理信息系统（简称埕岛ＧＩＳ）集成了埕岛地区１９６４年以来以海岸带变迁及海底冲淤变化为主的海洋工程环...     

信息技术在海上平台的建设及前景展望

由于受海上自然条件制约,埕岛油田自建设初期就高起点高标准要求,采用先进的自动化技术,建立了采油、火气、平台现场、电力、船舶等一系列自动化系统,建成了一个新型的信息化油田。实践证明,这些信息化技术的应用,极大地降低了生产风险及强度,具有良好的发展前景。     

国产高压电器设备在海洋平台上的应用

本文概述了国产高压电器设备在埕岛海上油田采油平台的应用情况。并着重对电器元器件的研制,装配,工艺,三防等问题进行了有益的探讨。     

潮流作用下海洋平台桩基冲刷过程及冲刷深度计算

对埕岛油田典型平台周边多年监测所得的水深资料进行了分析研究,探讨了平台在潮流作用下的桩基冲刷过程及冲刷坑形态与分布,并选取经验公式对平台桩基极限冲刷深度进行了计算,计算结果与实测结果比较表明,所选公式在埕岛海域具有较好的适用性。     

埕岛油田海域海底沉积特征与工程地质特性

详细阐述了埕岛油田海域海底沉积和冲淤特征,介绍了沉积物的成分、类型和分布特征,并综合描述了埕岛海域海底地貌形态和海底沉积物的物理力学特性,上述研究对埕岛油田的进一步研究和开发有指导意义。     

插桩引起的黄河水下三角洲工程地质条件变化——以埕岛油田区为例

黄河三角洲埕岛油田开发中,平台就位作业一般采用插桩基础,对井场的海底地貌、浅表地层产生扰动破坏,拔桩后形成桩穴,桩穴重新充填后,地基土工程性质会发生变化.通过对平台拔桩移走后的海底场地进行水深测量、浅地层剖面特征调查以及场地中桩穴内外地层工程地质条件的对比分析,给出了埕岛油田海域因插桩引起的工程地质条件变化特征,并对桩穴内外工程地质条件的变化成因进行了分析.     

就位抛砂对CB151井场及坐底式采油平台基础沉降的影响

由于埕岛油田近岸区井场地质条件复杂 ,要求坐底式平台每一次就位作业时 ,必须进行抛砂平整 ,从而导致地层土力学性质变化 ,并对下一次坐底式平台安全就位产生影响。以 CB1 5 1井场的典型资料为例 ,介绍了近岸海域井场的一般地形、地貌特征及工程地质条件差异 ,通过对坐底式平台基础沉降的分析 ,计算了坐底区、抛砂区、正常 (自然 )区 3种类型海底在外界因素作用下可能发生的沉陷量 ,总结了该类井场的一般特点 ,并对今后的坐底式平台就位作业提出了措施与建议     

东海边际油气田高效开发策略

东海边际油气田类型主要有低渗透气田、复杂断块气田、微构造气田和高凝原油油气田等.在分析东海边际油气田开发特点和难点的基础上,按照区域整合、统筹兼顾的原则,提出了坚持勘探开发一体化,建立低渗开发先导试验区,打造区域设施中心、组建区域管网、电网,简化平台功能实现标准化设计,依托已建/拟建平台滚动扩边,论证FPSO方案作为原油外输第二出路的边际油气田开发策略,力求突破边际油气田开发壁垒,实现边际油气田低成本高效开发.其开发经验和策略对其它海域类似边际油气田高效开发具有一定的借鉴意义.     

埕岛油田海上石油平台基础冲刷研究

海洋石油平台的建立会改变平台周围的水动力条件，其中平台的基础及与之连接的海底管缆(输油管道、注水管道、海底电缆等)附近产生冲刷现象，对平台和海底管缆的安全造成威胁。根据对研究区典型平台的4次实洲水深并结合以往资料，分析了埕岛油田海上石油平台基础冲刷的过程及其规律。     

深海立柱式平台概念设计研究

以上海交通大学海洋工程国家重点实验室提出的多柱桁架式立柱平台(Cell-Truss Spar)概念为例,对Spar平台的概念设计方法和过程进行了初步的研究,并对其水动力性能进行理论和数值计算,分析一些影响Spar平台运动性能的参数。设计涉及到两方面的问题:一是设计方法、流程以及结构物的形式;二是水动力性能。整个设计流程是一个不断循环的交互式的过程,需要考虑很多方面因素的影响。     

Vibration Control of Multi-Tuned Mass Dampers for An Offshore Oil Platform

The purpose of this study is to investigate the effectiveness of multi-tuned mass dampers (MTMD) on mitigating vi-bration of an offshore oil platform subjected to ocean wave loading. An optimal design method is used to determine the optimal damper parameters under ocean wave loading. The force on the structure is determined by use of the linearized Morison equation. Investigation on the deck motion with and vvithout MTMD on the structure is made under design condi-tions. The results show that MTMD with the optimized parameters suppress the response of each structural mode. The sensitivity of optimum values of MTMD to characteristic wave parameters is also analyzed. it is indicated that a single TMD on the deck of a platform can have the best performance, and the small the damping value of TMD, the betler the vibration control.     

Ultimate Strength Analysis of Offshore Jacket Platform

- The ultimate strength analysis of offshore jacket platforms is a research project which has been developed in recent years. With the rapid development of marine oil industry, the departments of design and IMR (Inspection, Maintenance and Repair) in the offshore engineering have attached great importance to this project. The research procedure applies to both the stress check of new design platforms and the whole safety assessment of existing platforms. In this paper, we combine the pseudo non-linear technique with the linear analysis program and successfully analyze the ultimate strength of the space frame structure subject to the concentrated load and a real jacket platform subject to the dead load and environmental load.     

海洋石油平台TMD振动控制及参数优化

研究了随机波浪载荷作用下调谐质量阻尼器（ＴＭＤ）对桩基钢结构海洋平台的减振效果,采用谱分析法对ＴＭＤ参数进行优化,优化ＴＭＤ 使平台的位移响应标准偏差比无ＴＭＤ下降１２．４％ 。并研究了ＴＭＤ参数在优化域内的失调对响应的影响,ＴＭＤ刚度失调比阻尼失调要敏感,欠阻尼失调比过阻尼失调要敏感。从振害累积概念出发,对谐激励下ＳＤＯＦ－ ＴＭＤ的Ｒａｎｄａｌｌ参数优化方法提出了改进。     

海洋导管架平台的极限强度分析

海洋导管架平台的极限分析是一项较新的研究课题，随着海上采油事业的飞速发展，它已越来越受到海洋工程设计及维修部门的重视。其研究成果不仅能用于设计结构的应力校核，尚可用于现有平台结构的整体安全估算。本文利用非线性模拟技术及线性分析程序的完美结合。成功地分析计算了受集中哉茶作用的空间框架结构，及受静载荷和环境载荷作用下的真实导管架平台极限强度。     

Numerical Study of Oil Pollution on Sea Waters

This paper adopted an upstream FEM of 2-D unsteady flow to calculate the tidal flow in Zhoushan sea area. Based on the verification of the tidal current and environmental situation, the effects of the oily waste discharged from the oil berths on water quality have been calculated with a similar method. The isodilutions of oil pollutant are drawn from different sewage discharges. The moving loci of the slick centrepoint of oil spill have been calculated. The spreading area of the oil spill has also been forecasted. The results indicate that the set of models can predict the transport of oil spill in the sea area with reasonable accuracy.     

Topology optimization design for offshore platform jacket structure

Offshore jacket platform is widely used as production or oil recovering platform in the shallow sea, and is also applied to the offshore wind turbine supporting structure in the recent years. The jacket structures are normally designed to be conservative and bulky according to various design codes. In this work, a structural optimization design method for jacket platform structure has been developed based on topology optimization theory. The topology optimization method is applicable at an early design stage, which can determine the initial structure and force transmission path. The whole design space is chosen as design variables, and the goal is to maximize the structural stiffness. A set of constraints based on multi-criteria design assessment is applied according to standard requirements, which includes stress, deformation, vibration and design variable constraints. The optimization results are compared with the original platform for static performance, dynamic performance and Ultimate Carrying Capacity (UCC). Results show that the optimized structure show a 13.7% reduction in the global mass, 46.31% reduction in the maximum equivalent stress, and large ultimate carrying capacity ability under the same environmental loads. It is demonstrated that the proposed topology optimization method is capable of effectively determining the optimal design of jacket platform structures.