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海上大陆架油田的开发促进了近海石油工程的进展。在近海石油工程设施中主要采用低强度和中强度钢作结构材料,这类钢材在海洋环境中会发生严重腐蚀,威胁到这些设施长期工作的可靠性。本文介绍了国外海上平台和海底管线电化学阴极保护的特点、现状和技术进展。对于牺牲阳极保护系统,着重介绍了铝合金牺牲阳极的材质、性能和形状,新阳极材料的开发,以及保护系统的设计、安装等;对于外加电流保护系统,介绍了其设计、安装等方面的技术进展。 相似文献
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介绍了嘏基斯坦卡西姆港化学码头钢管桩实施牺牲阳极阴极保护所进行的钢桩保护面积计算和保护电位测量,以及根据涂层状况经设计计算,安装牺牲的阳极的型号、数量和阳极材料的性能检测。 相似文献
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中国科学院海洋研究所研制,并联合龙口船厂生产的海龙工型铝基牺牲阳极,于日前在山东省龙口市,由中国科学院主持鉴定会,邀请国内有关防腐蚀的专家,进行了认真的评审,通过技术鉴定。为了防止处于海水中的钢铁构筑物,如船舶、浮标、钢桩码头、石油平台、海底管线等 相似文献
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喷涂聚脲技术是一种具有极大发展潜力的超重防腐涂层技术,喷涂聚脲材料不含任何溶剂、成膜强度好、涂层耐老化、施工快捷,喷涂聚脲技术在海洋仪器防腐、海底管道防腐、储罐防腐、混凝土保护、海上钻井平台保护等领域应用前景是非常广阔的。文章在传统喷涂聚脲技术基础上,通过针对性的开发,研制适用于海洋仪器的防腐、防水的涂层材料,通过实验验证了新研制材料有优异的抗磨蚀、抗冲击、耐老化和耐腐蚀性能。 相似文献
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作者曾介绍过海水管道内壁外加电流阴极保护法。本文主要是介绍牺牲阳极保护法。该法是借助于电位更负的金属(牺牲阳极)本身的消耗,放出电流来保护管道。如图1所示,牺牲阳极“1”在海水中溶解,放出电流,通过海水进入钢管,使管壁电位负移至保护电位,从而钢管得到保护。 相似文献
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本文介绍渤海BZ34—2/4油田的生产出油和高压注水两类海底管线详细设计条件,设计准则和方法以及管线工艺、结构和防腐设计等。该项设计反映出我国当前在海底管线工程领域的设计能力和水平。 相似文献
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我国近海海底有超过3 000km的输油气管线,定期对海底输油气管线进行检测是保障海底输油气管线安全和海洋环境安全的重要手段。为保护海洋环境和海底油气管线安全,对广东近海某段海底输油气管线进行了安全检测,采用浅层剖面测量、侧扫声呐测量和多波束测量手段,对管线路由区域进行了勘测。勘测结果表明:检测区域油气管线路由没有裸露和悬空,路由周边地层较稳定,根据侧扫声呐和多波束测量结果,发现在路由区海底存在影响管道安全的因素,路由区海底拖锚等痕迹较多,距离路由大约950m处有人工采沙坑存在。建议相关部门对该区域应加以重视,加大海上巡逻执法力度,加强宣传工作,增强大众的海底管道保护意识。 相似文献
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水下井口的疲劳完整性是海洋油气田长期安全开采的前提。工业界往往采用贴应变片直接测量水下井口应变来计算弯矩和疲劳损伤,但水下井口应变片粘贴困难且不能长时间连续工作。采用对水下井口监测方法,基于隔水管—防喷器组—水下井口的运动和力学特性,考虑防喷器组惯性力矩建立系统耦合动力学方程,最终形成基于监测数据的水下井口循环弯矩计算方法。以南海某深水水下井口为例,建立隔水管—防喷器组—水下井口系统有限元模型并进行动态分析,提取隔水管底部张力、转角、防喷器组加速度及转角等参数,代入所建立的系统耦合动力学模型,得到水下井口弯矩与有限元计算结果吻合良好。研究表明只需通过在线监测获得所需的输入数据,无需监测水下井口应变即可获取水下井口循环弯矩。建立的系统耦合动力学模型可为水下井口疲劳完整性评估提供理论依据。 相似文献
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An industry accepted standard does not currently exist for determination of compression limits in a subsea cable. This has resulted in most manufacturers specifying that subsea cables are not permitted to be axially loaded in compression.Additionally industry guidance does not exist regarding the consequences of inducing compression forces within subsea cables and the resulting effect on cable integrity. Industry recommended practice and guidance also does not have any information regarding experimental test arrangements to determine allowable compression levels within a subsea cable. This lack of modelling/testing guidance along with manufacturer recommendations of zero compressive loads within subsea cables results in overly conservative and restrictive design parameters for subsea cable installation and use.Due to the complex interaction within a subsea cable structure, such as contact interaction and friction between cable strands, theoretical modelling has been unable to provide reliable stress predictions and therefore an experimental testing regime is required if compression limits within the cable are to be appropriately determined. This paper describes combined axial and bending test arrangements that can be used as a guideline for determination of allowable compression limits for subsea cables. 相似文献
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Yiguo Xue Zhiqiang Li Shucai Li Daohong Qiu Maoxin Su Zhenhao Xu 《Marine Georesources & Geotechnology》2013,31(7):816-827
AbstractThe geological conditions of subsea tunnels are extremely complex, and a water inrush disaster is prone to occur when crossing a fault. Based on a geological analysis using cloud theory, analytic hierarchy process (AHP), and entropy weight theory, we aim to establish a normal cloud model with combination weight for water inrush risk evaluation in subsea tunnels. We select seven main factors, namely, the surrounding rock grade, rock integrity, overburden thickness, seawater thickness, tunnel section, permeability coefficient, and construction technology level as risk assessment indicators for the evaluation model. The risk is divided into five levels, and the numerical characters of the cloud model are calculated based on the standard of each risk level. The subjective weight and the objective weight are determined using AHP and the entropy weight method. The combination weight is calculated using the Delphi method. The comprehensive certainty degree is used to determine the risk level of water inrush. The model is applied to the Qingdao subsea tunnel to evaluate the water inrush risk crossing the F4-1 fault, and the results are basically consistent with the actual excavation conditions. This article provides a new idea for the risk assessment of water inrush in the subsea tunnel. 相似文献
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张力腿平台(TLP)水下丛式井口布局设计关系到立管服役期间的安全性,是含有丛式井口平台设计过程中考虑的主要因素。根据TLP立管安装、钻井以及防碰等要求,考虑尾流效应对丛式立管的影响,研究水下丛式井口布局设计准则,对丛式井口—立管系统进行碰撞分析以确定水下井口间距阈值,提出水下丛式井口圆形布局方法和相应的布局设计流程。通过算例对计算方法进行了具体运用。研究表明:与目前采用的"等边三角形网格"方法相比,水下丛式井口圆形布局方法可允许水下整体基盘安装位置误差达到水下井口间距阈值的20%,立管的最大倾角可达到0.5°,安装作业窗口增加1倍以上。本方法对水下整体基盘安装位置误差的容错能力强,能有效扩大丛式立管钻井和安装作业窗口,提高丛式立管作业安全性,研究结果可为TLP丛式井口的设计提供参考。 相似文献
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Subsea production system has been increasingly used in recent South China Sea offshore developments. With deepwater applications, constituent parts of subsea systems become more complicated and enlarged. Increases on the weight and geometry of each component bring challenges to installations. A recent accomplished deployment on a subsea massive jumper shows the weight and length have been up to 120 tons and 90 m, respectively with sophisticated geometry. It is considerably difficult to install heavy and large subsea structures, especially in South China Sea where severe environmental conditions are common. In addition, deepwater deployment may alter natural frequency of the hoisting system and the altered frequency may be close to possible environmental conditions. To deal with the above two issues, traditionally, engineers need to carry out series of complicated numerical analyses which are on case basis and significantly time-consuming. Existing studies focus on the optimization on analysis techniques by conducting laboratory testing and numerical simulations. However, easy-to-use guidance on massive subsea structure installation are somewhat limited. The studies presented in this paper aim to achieve a simplified guidance which can briefly screen the cases subject to axial resonance and provide visible correlations between hoisting system integrity and key installation parameters. 相似文献
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The impact of dropped anchor on submarine photoelectric composite cables may possibly cause electrical faults, i.e. electricity and optical signal transmission failure. In order to study the impact capacity and structural impact failure mechanism, a test setup is designed originally to examine the structural and functional integrity. A detailed finite element model (FEM) is created, considering material nonlinearity and component interaction. A parametric analysis has been performed to predict the deformation of components and impact forces, under different impact velocities and collision directions. Relationships between the armor layer indentation rate and that of internal power and optical units are achieved. The impact deformation of internal entities can be evaluated intuitively by armor layer indentation. The proposed experimental and numerical methods are well correlated, suitable to assess the impact capacity of subsea power cables and assist the protection design of subsea power cables in engineering. 相似文献
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文章以假设发生在南海北部深水油气勘探开发海域的1279m深水井喷溢油事故为例,采用深海溢油输移扩散模型,以2020年冬季（1月）和夏季（7月）三维流场和海面风场为主要环境动力,数值模拟研究未实施和实施海底消油剂处理情景下的溢油在海洋环境中的输移扩散全过程。模拟结果显示:不同深度的海流对溢油输移轨迹有着显著的影响;深水环... 相似文献
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非黏结柔性管道作为深水油气开发领域的关键设备,是连接海底井口和海洋平台的主要纽带。海洋油气开发水深已经超过了3 000 m,高静水压力是深水软管设计和安全评价的主要挑战,明确深水柔性管道压溃失效机理,并准确地预测柔性管道的压溃压力可以为柔性管道结构设计和安全评价提供依据,柔性管道的压溃压力与骨架层的几何形状以及骨架层之间复杂的相互作用有关,准确高效地预测压溃压力变得极具挑战性。针对柔性管道失效机理研究和压溃压力预测方法进行了总结,指出当前柔性管道压溃失效分析中薄弱的环节,为我国非黏结柔性管道的结构设计和安全评价提供参考。 相似文献