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1.
Many innovative floating offshore structures have been proposed for cost effectiveness of oil and gas exploration and production in water depths exceeding one thousand meters in recent years. One such type of platform is the offshore floating Spar platform. The Spar platform is modelled as a rigid body with six degrees-of-freedom, connected to the sea floor by multi-component catenary mooring lines, which are attached to the Spar platform at the fairleads. The response dependent stiffness matrix consists of two parts (a) the hydrostatics provide restoring force in heave, roll and pitch, (b) the mooring lines provide the restoring force which are represented here by nonlinear horizontal springs. A unidirectional regular wave model is used for computing the incident wave kinematics by Airy’s wave theory and force by Morison’s equation. The response analysis is performed in time domain to solve the dynamic behavior of the moored Spar platform as an integrated system using the iterative incremental Newmark’s Beta approach. Numerical studies are conducted for sea state conditions with and without coupling of degrees-of-freedom. 相似文献
2.
The responses of a spar constrained by slack mooring lines to steep ocean waves and tensions in the mooring lines are simulated using two different numerical schemes: a quasi-static approach (SMACOS) and a coupled dynamic approach (COUPLE). The two approaches are the same in computing wave loads on the structure. Their difference is in modeling dynamic forces of mooring lines; that is the dynamic forces are included in the computation of COUPLE but neglected in SMACOS. The numerical simulation is examined against the laboratory measurements of the JIP Spar in a water depth of 318 m. The dynamic coupling effects between the JIP Spar and its mooring lines in different water depths (318, 618 and 1018 m) are investigated by the comparison of numerical simulations obtained using the quasi-static and coupled dynamic approaches. It is found that the damping of mooring lines reduces the slow-drift surge and pitch of the Spar, especially in deep water. The reduction in the amplitude of slow-drift surge can reach about 10% in a water depth of 1018 m. The tension in mooring lines may greatly increase in the wave frequency range when dynamic forces in mooring lines are considered. The mooring-line tension in the wave frequency range predicted by the coupled dynamic approach can be eight times as great as the corresponding prediction by the quasi-static approach in a water depth of 1018 m. This finding may have important implications for the estimation of the fatigue strength and life span of the mooring lines deployed in deep water oceans. 相似文献
3.
The objective in this experimental work is to evaluate the capability of several cylindrical buoys to follow and measure waves. Eleven configurations have been studied, eight among which were furnished with disks of different diameters at the waterline. The experiments took place in the test basin at ISITV. On the one hand, we have obtained a set of transfer coefficients for each frequency and each configuration in regular waves. On the other hand, we have determined the corresponding transfer functions, then we have used the latter to measure irregular waves. The time signals as measured by the buoys with and without corrections have been compared with wave gage measurements and subjected to a wave-by-wave analysis. The results allow the conclusion that the buoy with a medium size disk constitutes the best compromise. In fact, it permits the buoy to follow the free surface while minimizing parasitic motions. 相似文献
4.
通过数值模拟和模型试验方法对一新型的Spar平台——多立柱式Spar平台的涡激运动特性进行研究。平台硬舱为四根圆柱方形阵列布置加方形中心井的形式,各柱间会产生复杂的相互干扰,不同于常规的单立柱Spar平台或半潜式平台,因此对其开展相应的涡激运动研究具有重要意义。研究主要关注的是不同来流角、不同流速下平台的涡激运动特性。通过涡激运动时的横荡运动、水平面内运动轨迹、首摇运动和水动力系数及绕流流场的分析,可得:在折合速度约为6~8范围内,平台横荡运动存在明显的“锁定”现象(0°来流角无侧板时“锁定”范围约为Ur=7~10)。在0°来流角下较高流速时,减涡侧板对涡激运动有明显的抑制效果。平台的运动轨迹近似与平台硬舱截面的对角线平行(0°来流角除外),这不同于常规的单立柱Spar平台。此外,试验中还观察到较明显的首摇运动。涡激运动时各柱间绕流存在复杂的相互干扰,而在柱后形成共同的涡结构。 相似文献
5.
介绍某桁架式Spar平台风洞环境载荷测试及分析,为国内首次在风洞中开展的Spar平台风、流载荷模型试验。通过在风洞中模拟真实海洋环境,考虑倾角变化对平台载荷的影响,测试Spar平台水上部分风载和水下部分的流载,给出最大风倾覆力矩风向角,确定平台最容易发生危险的关键风向。试验结果表明:水上部分风阻随纵倾角的增大而增大;风倾覆力矩随倾角增大先增大后减小,在纵倾角10°时达到最大值;水下部分只在流向角-15°～15°范围内,流阻随倾斜角度增大而减小,但最大阻力发生在倾斜角为15°时。试验结果可以为Spar平台设计以及性能预报提供参考。 相似文献
6.
The coupled hull, mooring and riser analysis techniques in time domain are widely recognized as the unique approach to predict the accurate global motions. However, these complex issues have not been perfectly solved due to a large number of nonlinear factors, e.g. forces nonlinearity, mooring nonlinearity, motion nonlinearity and so on. This paper investigates the coupled effects through the numerical uncoupled model, mooring coupled model and fully coupled model accounting mooring and risers based on a novel deep draft multi-spar which is especially designed for deepwater in 2009. The numerical static-offset, free-decay, wind-action tests are executed, and finally three hours simulations are conducted under 100-year return period of GOM conditions involving wave, wind and current actions. The damping contributions, response characteristics and mooring line tensions are emphatically studied. 相似文献
7.
基于细长体水动力模型比较了Truss Spar平台在波流联合作用下运动响应预报的三种方法。分别采用波流耦合、速度叠加及力叠加计算Truss Spar平台在波流联合作用下的水动力载荷,根据流场水质点运动规律和Truss Spar外部形状特点,分段高效计算水动力载荷。利用Runge-Kutta-Fehlberg方法求解刚体非线性运动方程得Truss Spar在波流场中的运动响应。研究结果表明力叠加法所预报的Truss Spar纵荡和纵摇运动明显大于其他两种方法的相应运动响应预报结果,而波流耦合法与速度叠加法所预报的纵荡与纵摇运动响应幅值相当,三种方法所预报的垂荡运动响应的大小取决于具体波流参数。 相似文献
8.
当流体流经单柱式结构物时,由于流体黏性和逆压梯度的存在,会产生非定常的升力、阻力和涡旋脱落,即涡激运动现象,对一座Truss Spar平台的硬舱部分附加长度为1.0D(D为硬舱直径)的刚性来流侧分隔板,基于开源平台OpenFOAM,采用基于剪切应力运输的延迟分离涡模拟(SST-DDES)方法,在不可压缩黏性流场中,对其进行三维数值模拟,以研究在不同流速下,来流侧分隔板对Spar平台涡激运动特性和运动响应的影响。结果表明：在较高流速下,横荡周期减小22.21%,横荡最大幅值减小81.3%。说明在较高流速下,附加分隔板有助于减少Spar平台的运动响应幅值。 相似文献
9.
一种新型深海海洋平台——几何形Spar和集成浮力桶的试验研究 总被引：8，自引：1，他引：8
介绍了一种新型深海海洋平台——几何形Spar壳体概念和集成浮力桶立管支撑概念，并与常规Spar和桁架式Spar进行了比较。为测定多角形Spar和集成浮力桶在不同环境条件下运动响应的总体性能，设计并完成了在海洋工程水池中的模型试验，此类试验在国内尚属首次。 相似文献
10.
在桁架式深吃水立柱式平台(Truss Spar)运输作业的浮卸过程中,半潜驳船不断压载下潜直到Truss Spar平台自浮后拖离驳船。针对浮卸作业的双浮体状态,提出Truss Spar平台在与半潜驳船发生接触情况下的载荷计算方案并进行结构应力水平评估。基于三维势流理论及SESAM软件,考虑平台及半潜驳船双浮体之间的水动力相互影响,首先对双浮体系统进行频域下求解,得到波浪诱导载荷;然后在时域下求解波浪中双浮体的运动方程及产生的接触力;最后将这两种载荷下的结构强度分析结果进行线性叠加,得到Truss Spar平台在波浪诱导载荷及接触力联合作用下结构应力水平。对比不同波浪方向及周期下的接触力结果,研究Spar平台结构整体应力水平及高应力区域位置特点,对总体强度水平进行评估。 相似文献