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1.
深水钻井隔水管紧急脱离后的反冲响应   总被引:1,自引:0,他引:1  
深水钻井中,在恶劣海况或浮式平台定位失效等情况下,需紧急断开隔水管与水下防喷器的连接。隔水管突然脱离后会加速向上反冲,如果反冲作用控制不当,可能威胁钻井平台、隔水管体和水下井口的安全。介绍了国外隔水管紧急脱离与反冲响应的研究情况,分析了隔水管紧急脱离的原因与程序、脱离后的反冲过程、反冲控制方式和成功脱离标准、反冲响应的分析方法。建议:由于南海深水海况复杂,作业者需制定紧急脱离的预案和作业规程,并进行紧急脱离操作培训;由于隔水管紧急脱离后的反冲响应涉及多个非线性瞬态过程,研究者应该开展隔水管紧急脱离测试和反冲响应模拟计算,开发隔水管反冲响应分析软件。  相似文献   

2.
In this paper an improved mathematical model of a hydro-pneumatic tensioner (HPT) system for top tensioned riser (TTR) is derived by consideration of friction, mass of piston and piston rod, tension loss in hydraulic oil piping, and compressibility of hydraulic oil. The vertical motion of the riser string is also considered. Subsequently, the proposed detailed model and the conventional simplified model are comparatively studied. Finally, the tension characteristic and performance parameters of the HPT are analyzed based on the proposed model. Results show that the conventional simplified model indeed overestimates the tension of tensioner as it neglects some performance parameters resulting in tension loss. The diameters of piston and piston rod and the initial pressure of high pressure (HP) gas have the most significant influence on the tension of the tensioner. The initial volume of HP gas and the initial pressure of low pressure (LP) gas also have some impact. The influence of the initial volume of LP gas and the inner diameter and length of the piping is relatively small. The research has some reference value for HPT and TTR design.  相似文献   

3.
In riser structural systems, the region where the riser is connected to the platform is critical due to the development of high stress levels. To reduce the stress concentration in this region, bend stiffeners and stress joints are used in order to provide a gradual stiffness transition between the riser and the platform. The present paper presents an optimization design approach for bend stiffeners and stress joints, using a slender beam procedure for the connection joint analysis and an evolution strategies multi-objective optimization algorithm. This approach produces similar results when compared to a finite element analysis of the complete riser, but with significant reduction of computational costs. Numerical examples are presented, showing the efficiency and robustness of the suggested methodology.  相似文献   

4.
In order to prevent marine pipeline accidents caused by corrosion defect, crack or loose contact, the technique of non-destructive testing or examination (NDT or NDE) becomes great important in the flied of structural health monitoring (SHM) in ocean engineering. The objective of this study is to propose a numerical method to localize and size the structure damage of a drilling riser. One theoretical development is a simple and effective algorithm used for ocean risers’ mode extraction and damage detection based on the transfer matrix technique. The merits of the developed method are that damage of risers with different boundary conditions and variable cross-sections can be localized and sized. Additionally, the relationships between damage locations and modes are discussed by comparing mode shape difference, mode curvature and mode curvature difference. Numerical results show that mode curvature values of damaged elements have little influence on those of intact elements. Based on this fact, a damage index method is developed to evaluate damage severities and explore the influence of single and multiple damage severities on damage indexes. More importantly, the outcomes are verified to be accurate enough to indicate the feasibility and reliability of the numerical method by the standard FEM package.  相似文献   

5.
The Marine Strategy Framework Directive, adopted by the EU, and several other initiatives to improve marine environmental management emphasize the need to integrate environmental and social analyses. This article proposes and tests a general Behavior-Pressure-State-Impact-Response (BPSIR) framework for identifying and structuring environmentally relevant social data. The framework is compatible with the widely applied Driver-Pressure-State-Impact-Response (DPSIR) framework, but emphasizes actors and their behavior and defines ‘impact’ more specifically. In particular, it distinguishes between: (i) actors directly involved in activities causing physical, chemical, and biological disturbances, and (ii) actors who indirectly affect marine resource use and the pressures on marine ecosystems. Three case studies of chemical and biological disturbances in the Swedish parts of the North and Baltic seas demonstrate the need to balance current ecosystem monitoring with systematically collected and organized data on social factors, i.e., both direct and indirect actors and stakeholders, their adaptation to policy measures, and the role of general trends in consumption and production.  相似文献   

6.
A computer program is developed for hull/mooring/riser coupled dynamic analysis of a tanker-based turret-moored FPSO (Floating Production Storage and Offloading) in waves, winds, and currents. In this computer program, the floating body is modeled as a rigid body with six degrees of freedom. The first- and second-order wave forces, added mass, and radiation damping at various yaw angles are calculated from the second-order diffraction/radiation panel program WAMIT. The wind and current forces for various yaw angles of FPSO are modeled following the empirical method suggested by OCIMF (Oil Company International Marine Forum).

The mooring/riser dynamics are modeled using a rod theory and finite element method (FEM), with the governing equations described in a generalized coordinate system. The dynamics of hull, mooring lines, and risers are solved simultaneously at each time step in a combined matrix for the specified connection condition. For illustration, semi-taut chain-steel wire-chain mooring lines and steel catenary risers are employed and their effects on global FPSO hull motions are investigated. To better understand the physics related to the motion characteristics of a turret-moored FPSO, the role of various hydrodynamic contributions is analyzed and assessed including the effects of hull and mooring/riser viscous damping, second-order difference-frequency wave-force quadratic transfer functions, and yaw-angle dependent wave forces and hydrodynamic coefficients. To see the effects of hull and mooring/riser coupling and mooring/riser damping more clearly, the case with no drag forces on those slender members is also investigated. The numerical results are compared with MARIN's wave basin experiments.  相似文献   


7.
海洋核动力平台定位系统采用软刚臂单点系泊方式,属于多铰连接的单点系泊装置。定位系统在长期海上运营过程中,会面临结构维护、改造、更换等作业,解脱作业的安全性是定位系统乃至核动力平台安全的重要组成。借鉴国内外海洋石油平台解脱作业的成功案例,首先给出了核动力平台定位系统解脱作业的流程,并结合解脱作业故障树的风险传递路径给出关键风险指标;然后基于相似理论搭建了定位系统1∶9缩尺比模型试验平台,真实模拟了定位系统全流程解脱作业,验证了定位系统解脱作业的可行性与有效性;基于实时测量数据分析提升缆绳在限位状态与解脱作业时的张力响应、法兰解脱时系泊腿下部万向节振动响应、系泊刚臂下放姿态等关键指标。研究结果表明物理试验模拟方法可以准确表征解脱作业过程的关键节点,并为量化作业指标、优化作业流程提供数据支持,同时相关试验分析方法可以为其他海洋装备的解脱、安装等提供参考。  相似文献   

8.
海洋柔性立管弯曲加强器参数敏感性分析   总被引:1,自引:0,他引:1  
荆彪  朱克强  杨然哲 《海洋工程》2016,34(3):99-104
针对海洋立管弯曲加强器所受环境载荷与功能载荷的特点,基于有限元法对某海洋柔性立管弯曲加强器结构进行数值分析。通过有限元分析软件建立了弯曲加强器与柔性立管组合等效模型,重点讨论了弯曲加强器的设计参数对其自身防弯性能的影响,根据弯曲加强器的曲率及柔性立管的应力分布,对弯曲加强器结构进行优化设计,得到结论可供设计参考。  相似文献   

9.
Stress Joint(SJ) plays a key role in the Top Tensioned Riser(TTR) system for deep water engineering.A preliminary design method of tapered SJ is proposed in the paper,which could help designers obtain accurate design data.After a further sensitive analysis is carried out,the related parameters choice and control methods are recommended in the engineering practice.By taking the extreme environment conditions into consideration,the effects of bending stress reduction and curve control are analyzed,and the 3-D FE models are established by ABQOUS for numerical evaluation to verify the correctness of design results.At last,dynamic analysis and fatigue analysis,based on actual project,are carried out with designed stress joint.The analysis results prove the feasibility and guidance of this method in the practical engineering applications.  相似文献   

10.
Slender marine structures such as mooring lines and risers are susceptible to failures due to stress variations coming from environmental actions. Wave, wind and current are random phenomena, and consequently the most adequate methodology to estimate the fatigue damage accumulation on these structures is the probabilistic fatigue analysis. In practice, the estimation of fatigue life requires the numerical simulation of a huge number of loading cases to compute the multi-dimensional integral of the total fatigue damage.This paper presents an efficient approach to compute the long-term fatigue damage of marine structures. The proposed method needs only a few number of numerical simulations to estimate the structure fatigue life. It uses a parametric interpolation procedure to evaluate the fatigue damage for any individual short-term condition (sea state) required in the calculation of the multi-dimensional integral. In this way, the total number of short-term structural analyzes is considerably reduced.The effectiveness and accuracy of the proposed method is compared to the full direct integration by means of two comprehensive examples. The first studied case is an idealized theoretical model of a single-degree-of-freedom (SDOF) system under wave loading, and the second one is a Steel Catenary Riser (SCR) connected to a FPSO (Floating, Production, Storage and Offloading floating unit).  相似文献   

11.
为了最大限度地满足政府举办特色农业旅游的需求,以高淳为例,研究分析了高淳油菜农业气象观测数据,发现油菜开花期与t≥3℃的有效积温呈极显著相关关系;进而利用最优化相关分析法,筛选出影响油菜开花期的最佳建模因子,创建了开花期气象中期预测模型以及基于环流和海面温度的开花期长期预测模型,均达到α=0.001显著水平,预报时效可提前10~30 d;经检验,三种模型的历史拟合结果和三年试报效果较好;在此基础上,试用了三种模型的复相关系数作为加权系数进行加权平均,综合集成预报效果更佳。油菜开花期预报将对公众踏青赏花和政府招商引资具有现实的意义,同时预报思路可为其他作物花期预报研究提供借鉴。  相似文献   

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