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Slow motion dynamics of dicas mooring systems under steady current, wind, and steady drift excitation

机译:稳定电流,风力和稳定漂移激励下的dicas系泊系统的慢动作动力学

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The slow motion dynamical behavior of a Differentiated Compliance Anchoring System (DICAS), supject to a range of directions of external excitation of constant magnitude, located in the Marlin Field, Campos Basin, Brazil, is assessed based on nonlinear stability analysis and bifurcation theory. Excitation consists of steady current, wind, and second order mean wave drift forces. Catastrophe sets are constructed in a two-dimensional parametric design space, separating regions of qualitatively different dynamics. Stability analysis defines the morphogeneses occurring across bifurcation boundaries to find stable and limit cycle response near the principal equilibrium position. The resulting design graphs allow the designer to select an appropriate orientation and other design variables for DICAS without resorting to trial and error, or extensive nonlinear times simulations. The positioin of the vessel at equilibrium defines the mean horizontal displacement of the system with respect to a prescribed initial orientation. This position depends on the magnitude and direction of the external excitation. Limited simulations or further nonlinear analysis enable the designer to investigate whether or not DICAS slow motions comply with the allowable limits of motions for safe operations. The effect of water depth variation on the stability of DICAS is considered, and it is shown that the dynamics of the system change considerably with relatively small variation in water depth. The DICAS mathematical model consists of the nonlinear, horizontal plane fifth-order, large drift, low-speed maneuvering equations. Mooring lines are modeled by catenaries with touchdown and nonlinear drag. External excitation consists of time independent current, steady wind, and second order mean wave drift forces.
机译:基于非线性稳定性分析和分叉理论,对位于巴西坎波斯盆地马林油田的差分顺应力锚定系统(DICAS)的慢动力动力学行为进行了一系列恒定幅度的外部激励研究,其方向是恒定的。激励包括稳定电流,风和二阶平均波漂移力。突变集是在二维参数化设计空间中构造的,它们将定性不同的动力学区域分开。稳定性分析定义了发生在分叉边界上的吗啡类,以在主要平衡位置附近找到稳定并限制循环的响应。生成的设计图使设计人员可以为DICAS选择合适的方向和其他设计变量,而无需借助反复试验或广泛的非线性时间仿真。处于平衡状态的容器的正位置定义了系统相对于规定的初始方向的平均水平位移。该位置取决于外部激励的大小和方向。有限的模拟或进一步的非线性分析使设计人员能够研究DICAS慢速运动是否符合安全操作允许的运动极限。考虑了水深变化对DICAS稳定性的影响,结果表明,随着水深变化相对较小,系统的动力学变化很大。 DICAS数学模型由非线性,水平面五阶,大漂移,低速操纵方程组成。系泊缆是由具有接触和非线性阻力的悬链线模拟的。外部激励包括与时间无关的电流,稳定的风和二阶平均波漂移力。

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