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针对目前内波对海洋立管作用研究缺乏的现状,基于MATLAB开发出内波作用下海洋立管动力响应数值模拟系统NSDRI 1.0。该系统主要考虑内孤立波作用,基于m Kd V理论求解内孤立波,使用改进的Morison方程计算作用在海洋立管上内孤立波的荷载,进而求解出立管的水平位移以及应力响应。该系统界面清晰友好,操作简单,适用于顶张力立管。选取一定参数,使用该系统进行计算,并将计算结果与已发表的成果进行对比,发现结果较为吻合,从一定程度上验证了系统的可行性,可对立管的设计提供借鉴。 相似文献
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提出了一种对内孤立波与深海立管相互作用耦合数值模拟方法。流场采用内孤立波数值水槽方法进行模拟,结构响应采用基于薄壳理论的有限元方法进行计算,采用一种将流场和结构响应数据进行实时传输的方法,实现了流体与固体之间的耦合数值模拟。对内孤立波作用下某长径比为1 200的深海立管载荷及其动力响应特性进行了数值模拟与分析。结果表明内孤立波不仅会对深海立管产生突发性剪切载荷作用,而且还会使立管产生大幅度变形响应现象,因此在深海立管设计与应用中,内孤立波的影响是不可忽视的。研究表明,该方法为研究内孤立波作用下深海立管动力特性及其工程预报相关问题提供了一种有效的手段。 相似文献
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根据南海北部陆坡海域潜标观测数据,对该海域第二模态内孤立波统计特征进行分析。观测期间共发现72个第二模态内孤立波,包含101 个第二模态内孤立波孤立子。该海域第二模态内孤立波以凸型为主,且最大振幅多为下凹振幅,占79.2%。KdV 方程波速计算结果表明,波速可用三角函数描述,整体表现为夏季大、冬季小,且第二模态内孤立波流速呈明显的三层结构。最大流速深度及人工判别得到的上下层转向深度的统计结果表明:上层内波流流速转向平均深度约为97.7m,中层内波流最大流速深度约为134.6m,下层内波流转向平均深度约为204.2m,内波流最大流速多发生在中层,流向主要为西北向,流速主要分布于0.2~0.8 m·s-1 区间范围内,占82.2%;上层流向主要为东南向,流速主要分布于0~0.6m·s-1区间范围内,占98.0%;中层流向主要为西北向,流
速主要分布于0.2~0.8m·s-1区间范围内,占93.1%;下层流向主要为东南向,流速主要分布于0~0.4m·s-1区间范围内,占94.1%。本文系统性地给出了南海北部陆坡海域第二模态内孤立波统计特征,可为相关研究、水下航行及工程应用提供重要的资料和参考。 相似文献
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我国南海内孤立波发生频繁,由于其振幅大、流速强、能量集中等特点,已成为深海油气开发海上安装工程必须考虑的重大风险之一。依托现场守护船,提出一种内波流结构单体式监测、识别技术,采用KdV方程实现内波流预警,并成功应用于流花16-2油田群开发项目海管管线终端(PLET)安装、浮式生产储卸油装置(FPSO)锚系及水下管缆回接、空气潜水等高风险作业的内波流预警安全保障中,同时基于此次内波流预警监测结果对该海域的内波生成源和生成机制进行了探讨。应用期间采用该技术共监测、识别并发布内波预警450次。应用结果表明,约93%的内波预警时刻误差在10 min以内,平均误差为±3.90 min。统计分析结果表明,该海域的内孤立波主要来源于巴士海峡而非局地的潮地相互作用,大致可以分为两类:一类是直接产生于巴士海峡,西传至该海域;另一类是局地产生,主要是由巴士海峡产生的内波西传至陆坡浅化分裂生成或是由巴士海峡产生的内潮西传至陆坡由于非线性变陡机制产生。该内波流监测技术在流花16-2油田群开发项目的成功应用,可为南海其他类似项目提供直接的借鉴。 相似文献
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海洋内波具有振幅大、流速强和周期短等特点,可对海上施工和水下作业安全造成严重威胁。南海北部陆坡海域是内孤立波和中尺度涡频发的海域之一,研究中尺度涡对内孤立波传播的影响对深入了解南海北部内孤立波在反气旋涡过境时的传播特征、提高该海域内波预报准确性具有重要意义。基于此,本文利用布放于南海北部东沙群岛西侧陆坡海域的潜标观测数据,针对2017年3月一个反气旋中尺度涡经过潜标站位的过程,探讨了中尺度涡对内孤立波传播的影响。结果表明：①受反气旋涡影响,内孤立波的平均振幅减小28.6%,其主要原因是中尺度涡导致等温线下压,进而对内孤立波的振幅产生抑制作用,其影响过程可用趋浅温跃层理论描述。②反气旋涡影响期间,内孤立波的平均波速由1.26 m/s增大到1.47 m/s,增幅约16.7%,反映了反气旋涡对内孤立波波速的强化作用,这种强化作用主要是由中尺度涡边缘流场引起背景流场变化所致,而中尺度涡引起的温盐场变化对内孤立波波速的影响相对较小。 相似文献
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《中国海洋大学学报(自然科学版)》2021,(8)
基于内波流场的eKdv理论并结合尾流振子模型和挠性立管的非线性振动方程建立内波流场中悬链线立管计算模型,研究了内波流场中悬链线立管升力方向运动的响应问题,并分析了内孤立波波高和密度跃层位置对悬链线立管升力方向响应的影响。结果表明:内孤立波经过悬链线立管时会引起突然增大的涡激振动,其中高阶模态占主导;涡激振动最大位移发生于流体密度跃层位置附近;内孤立波波高增大以及密度跃层位置加深会使立管转变为更高阶模态振动,并且密度跃层位置加深会使立管涡激振动位移明显减小。 相似文献
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内波是海洋中普遍存在的波动形式。内孤立波是典型的非线性内波,多发于陆架边缘海,如南海等海域,对陆架海域有重要影响。本文针对内孤立波在陆架地形上的传播问题,先基于弱非线性与全非线性数值模型,模拟了不同振幅、地形高度条件下内孤立波的演化的过程,探讨了动力系数对内孤立波演化过程的影响,对比了两模型的模拟结果在内孤立波演化过程、能量分配以及能量耗散的差异,后分析了南海的动力系数分布特征。结果表明,在内孤立波不发生破碎的情况下,弱非线性模型与全非线性模拟结果相近。当发生破碎过程时,弱非线性模型可准确模拟头波,但无法通过强非线性的破碎过程耗散能量,只能以裂变的方式辐射能量。在弱非线性模型中,随地形高度增加,频散系数减小到零,平方非线性系数由负转正,立方非线性系数绝对值增大一个量级,并主导陆架地形上内孤立波的演化过程。通过对比南海夏季与冬季非线性内波动力系数空间分布,发现内孤立波在传播过程由于夏季平方非线性效应、立方非线性效应与频散效应较强的影响,其在夏季更易发生陡化与裂变,波列发生频率高。 相似文献
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国外深水钢悬链线立管研究发展现状 总被引：2，自引：0，他引：2
介绍国外在新型深水立管系统--钢悬链线立管关键技术方面的研究发展现状,论述浮体一、二阶运动对钢悬链线立管疲劳寿命的影响、浮体升沉运动对钢悬链线立管触地点疲劳寿命的影响;钢悬链线立管与海底相互作用机制的实验研究及结果;钢悬链线立管涡致振动与疲劳的研究现状.并简要论述钢悬链线立管触地点问题的研究结论. 相似文献
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In re-entry,the drilling riser hanging to the holding vessel takes on a free hanging state,waiting to be moved from the initial random position to the wellhead.For the re-entry,dynamics calculation is often done to predict the riser motion or evaluate the structural safety.A dynamics calculation method based on Flexible Segment Model(FSM) is proposed for free hanging marine risers.In FSM,a riser is discretized into a series of flexible segments.For each flexible segment,its deflection feature and external forces are analyzed independently.For the whole riser,the nonlinear governing equations are listed according to the moment equilibrium at nodes.For the solution of the nonlinear equations,a linearization iteration scheme is provided in the paper.Owing to its flexibility,each segment can match a long part of the riser body,which enables that good results can be obtained even with a small number of segments.Moreover,the linearization iteration scheme can avoid widely used Newton-Rapson iteration scheme in which the calculation stability is influenced by the initial points.The FSM-based dynamics calculation is timesaving and stable,so suitable for the shape prediction or real-time control of free hanging marine risers. 相似文献
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由于深水浮式平台的运动幅度较固定式平台增大,其运动与下部立管的动力耦合变得更加明显。研究了上部平台运动对水下立管涡激振动的影响,基于有限元数值模拟,建立了与结构运动耦合的立管尾迹流场的涡激升力、流体阻力模型,进行了"平台运动-立管涡激振动"整体系统的动响应数值模拟,分析了平台横荡运动的幅值、频率等因素对水下立管涡激振动的影响。结果表明,上部平台的振动会在沿着立管展向传播的过程中被放大(称为响应放大);与不考虑平台运动相比,立管的动响应位移增大了多倍,而且振幅放大倍数随着模态阶数的降低而增大;平台横荡振幅越大,立管振动幅值也越大,但是振幅放大倍数的变化不明显。 相似文献
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A modified Newton-Raphson iterative technique is formulated for obtaining the static configuration of the Lazy "S" flexible marine riser between the floater and mid-arch buoy under its submerged self weight and the applied top tension. The geometrically non-linear problem is solved by finite difference with the above technique. The problem is formulated as a regular boundary value problem with specified moments and deflections at both ends. Usually the bending stiffness of the flexible riser made of Coflexip pipe is very low. By use of the above analysis, several flexible riser configurations are analyzed and their characteristic behaviors are investigated. Also, changes in the riser characteristics due to quasi-static motion of the floater end are estimated for the safety of the riser layout. 相似文献
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通过大长细比海洋立管物理模型试验,研究内流对其顶张力的影响。在不同的外流流速下用电子流量计读出内流流速,用动态电阻应变片测试得到顶端张力;然后直接分析内流对顶张力的影响规律。试验研究表明:内流的增加会使顶张力减小;施加的初始顶张力较大时,内流的影响较小;施加的外流较小时,内流对顶张力的影响较大。 相似文献
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S.T. Santillan 《Ocean Engineering》2011,38(13):1397-1402
This paper models a slender, flexible structure used as a drill string or riser in the offshore oil and gas industry that connects the well-head with a floating control vessel. These systems are used in deep-water drilling applications and present considerable design challenges due to their extreme flexibility and susceptibility to buckling and vibration. Two typical configurations are used (Bai and Bai, 2005), with a common feature involving the attachment of a buoy designed to relieve some of the axial forces acting on the riser, especially at the attachment points. Previous work by the authors studied numerical results of small-amplitude vibrations and two other equilibrium configurations using parameter values that closely resemble the full-scale application (Santillan et al., 2008). Here, two new configurations are considered, and experiments are designed and conducted to verify these equilibrium results. 相似文献
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The effects of different helical strake coverage on the vortex-induced vibration (VIV) of a model flexible riser were studied experimentally, with the aim of further improving the understanding of VIV responses. Uniform and linearly sheared currents were simulated to study response parameters such as non-dimensional displacement, fatigue damage, suppression efficiency, and the comprehensive evaluation is further studied. Test results of the bare model for a uniform current showed that the behavior of both the standing wave and traveling wave dominated VIV displacement. However, for a linearly sheared current, traveling wave behavior dominated VIV displacement in the high-velocity range. The results of the straked model tests indicated that the response was strongly dependent upon the amount of coverage of helical strakes. The flexible riser with 75% strake coverage gave the best comprehensive evaluation in a uniform current, and 50% strake coverage gave the best comprehensive evaluation in a linearly sheared current. 相似文献
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The main challenge in predicting global responses of floating vessels in deep and ultra-deepwater areas comes from the system’s coupled effect. In this paper, the coupled approach is used to analyze effects of riser on floating system in deepwater. The analysis results show that the coupling effects of risers will mainly affect the low frenquency (LF) motions of the system. That is because risers will provide the system with a significant low frenquency (LF) damping, which will vary with the sea- states. Under storm sea- state, the excitation term from drag force will govern the response. While under the moderate conditions, the damping effect from risers is more significant. In the practical engineering, the combination effect should be considered by other ways when the risers are omitted from the model. 相似文献
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The main challenge in predicting global responses of floating vessels in deepwater and ultra-deepwater areas comes from the system's coupled effect.In this paper,the coupled approach is used to analyze effects of riser on floating system in deepwater.The analysis results show that the coupling effects of risers will mainly affect the low frequency (LF) motions of the system.That is because risers will provide the system with a significant low frequency (LF) damping which will vary with the sea states.Under ... 相似文献
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A marine riser transporting fluid in the Bohai Sea was selected as study object,using an experi-mental and numerical method to study its vortex induced vibration in waves. A similarity theory was used in the experiment to derive the experimental model from a practical model,the dy-namic response of a riser model was measured in waves. A corresponding numerical simulation was performed using a finite element method. Comparisons were made with the results between the experiment and the numerical simulation. Some valuable results were obtained. 相似文献