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Hae-Hoon Park 《Ocean Engineering》1993,20(2)
An indirect tension measurement method of a towing cable in midwater or a buoy cable is proposed using underwater acoustic positioning systems, etc., to give the in-water cable tension. The most simple and traditional cable tension measurement method is to apply a mechanical tension meter at the one end of the cable, but the method has limits in the aspects of continuous monitoring and manual operation. However, the technique in this study is to apply the Pode's analysis of the equilibrium configuration and tension of a flexible twine, in which the cable tension is given as a function of the geometric positions of both ends of the cable. A set of nonlinear integral equations is formulated and solved numerically by the Newton-Raphson method. Then the inclination angles and the tensions at the lower and the upper ends of the cable could be obtained. The derived method enables us to track a towed object, to measure the tension of a towing cable or a buoy cable and is also applicable to the remotely operated vehicle (ROV) tethered to a mother ship. 相似文献
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以新型激光雷达浮标系统为研究对象,基于ANSYS/AQWA开展了激光雷达浮标系统运动响应特性数值研究,研究了浮标吃水深度、形状参数对于激光雷达浮标运动响应的影响规律,分析了附加质量、辐射阻尼、运动响应RAO及一阶、二阶波浪力等水动力参数。采用时域分析方法对不同风浪流荷载入射角度下的激光雷达浮标锚泊系统张力特性进行了计算分析。研究结果表明:随着浮标吃水深度的增加,浮标纵荡方向响应无明显变化,垂荡响应显著增大;随着浮标底部圆台直径的增大,浮标纵荡方向响应变化较小,而圆柱形浮标垂荡运动响应显著大于圆台形浮标;当浮标系泊锚链发生松弛—张紧状态变化时易出现极端张力,且极端张力出现的幅值和频率随有效波高的增大和谱峰周期的减小而增大。 相似文献
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Simulation of unsteady oceanic cable deployment by direct integration with suppression 总被引：1，自引：0，他引：1
An improved algorithm is developed for predicting the transient response of a system of serially connected cables and bodies during unsteady deployment from a surface vessel. The governing equations of a cable-body system are derived with dependent variables of cable velocities, direction cosines and tension magnitude to form a nonlinear combined initial-value and boundary-value problem. The problem is then solved by introducing a stable Newmark-like implicit integration scheme in time and by a direct integration method with suppression of extraneous erroneous solutions. Special boundary conditions simulating actively controlled payout and slack-cable/ocean-bottom contact boundary conditions are included in the present model. 相似文献
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通过对单点系泊潜标进行动力学分析,利用集中质量法建立系统的动力学模型,编制Matlab仿真程序,通过数值模拟获取不同海流条件下,分析潜标系统的姿态。文中将一个典型潜标系统的浮球、锚链、重力锚等部件,利用集中质量法简化为节点,通过模拟真实环境中的海流流速在垂直方向的分布,设计1～5 m/s的流速剖面分布。将节点的物理参数和海流参数代入仿真程序中,得到各节点的姿态、节点间张力以及重力锚与海底摩擦力等数据。分析仿真结果,海流流速与节点的偏降、节点间的张力以及重力锚与海底的摩擦力成正比,仿真结果与实际情况相符。文中设计的建模方法和仿真程序可以为单点系泊潜标的总体设计、姿态估算、锚系配置提供工程参考。 相似文献
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-Based on the calculation model for the floating laying of the offshore oil pipeline, this paper analyses in detail the internal force, and deformation of the pipeline under a definite structural form (pipeline and buoy) and the way of pulling. The obtained results can be used for the buoy deployment, structure design, and the determination of pulling parameters (the pulling force of the cable and its length, etc.), providing an effective analysis method for floating pipeline-laying. A calculation example is given to show the related calculation process and the main results are analyzed and discussed. 相似文献
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Failure of net cage and mooring system is of great concern to the marine aquaculture industry. To avoid the structure failure in storm waves and current during typhoon events, net cage can submerge below the water surface in practice. A submersible net cage and mooring system is analyzed by numerical simulation and physical model test. The numerical model is established based on the lumped mass method and principle of rigid body kinematics. A series of physical model tests are conducted to validate the numerical model of single net cage and grid mooring system in waves and current. Numerical results correspond well with data obtained from physical model test. The results indicate that when net cage is submerged below the water surface, the deformation of net cage in waves can be improved significantly, and the tension force on the anchor line, bridle line and grid line will decrease significantly. However, the tension force on the buoy line in the submergence condition is larger than that in the floating condition. Different relative submergence ratios are also considered in our numerical simulation, and a relative submergence ratio equal to 0.1 is suggested here. The tension reduction ratio (56%) for the four-cage system is larger than that for the single-cage (52%) and double-cage systems (44%). 相似文献
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This paper describes the life testing of a 35-kV power cable that will connect a single anchor leg mooring (SALM) buoy with a platform in several hundred feet of water. While there are many power cable installations to offshore platforms and between platforms, this system is unique because the cable will be constantly flexing in compression as the mooring buoy moves in the water. The buoy design includes an articulated leg with universal joints to which the cable is clamped. It is the loop in the cable where it crosses a universal joint that is flexed, and is a major cause of concern. To predict the effects of this constant flexure while energized, a flex simulator and electrical circuit were devised to duplicate the service environment as closely as possible. This paper describes the cable system, the test apparatus and procedure, and the results obtained. 相似文献
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Yoji Ogawa 《Applied Ocean Research》1984,6(3):140-147
The integrated equations of deep sea mooring lines in static equilibrium under consideration of gravity force and line elongation are obtained. The most useful forms of the equations for designing deep sea mooring system are those in which horizontal displacement and horizontal and vertical components of tension are obtained as functions of line length, water depth, critical tension and unit weight of line.When the dynamic simulation of a buoy system is carried out, line tensions acting on the buoy should be represented as a linear function of displacement. Therefore the linearisation method is introduced by use of linearisation coefficient matrix. Translation formulae for the matrix from two to three dimensions is also presented.The influence of line elongation on the horizontal component of tension in a taut mooring condition is important, therefore the elongation of stretched deep sea mooring line must be considered carefully. Also, the scaling law under consideration of line elongation in static equilibrium, which is necessary in estimation from a small sized experiment, is discussed. 相似文献
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水下拖曳升沉补偿系统水动力数学模型研究 总被引：4，自引：2，他引：2
建立变缆长的水下拖曳升沉补偿系统水动力学偏微分方程组和边界条件.拖缆动力学模型基于Ablow and Schechter模型,拖体采用水下运载体六自由度方程模拟,运用有限差分法离散偏微分方程组和牛顿迭代法计算变缆长情况下拖体深度与拖缆各点张力的动态取值.数值计算结果表明采用收放拖缆的升沉补偿方法能够有效削弱母船升沉运动对拖体深度和拖缆张力的影响. 相似文献
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《海洋技术学报》2023,(4)
浮标锚链因磨损而断裂会导致浮标丢失，所以针对浮标锚泊系统的研究对锚链设计具有重要意义。为解决锚链系泊力计算方法精度不足和锚链力学简化模型与锚链实际形态不一致的问题，通过VOF （Volume of Fluid） 界面捕捉法建立了三维风、浪耦合流场，基于流体力学计算软件STAR-CCM+对一种滚塑浮标及锚链进行数值仿真计算。在建立双链节锚链物理模型基础上，通过求解浮标在风、浪中的受力及浮标与锚链连接处的受力损失求取锚链系泊力。结果显示，风浪越大，锚链的系泊力损失越大，2、3、4 级海况下浮标阻力损失分别为17.1%、36.6%、55.8%。锚链的双链节受力并非均等，主受力链节在2、3 级海况时承担90%以上的锚链系泊力，次受力链节的系泊力随着总系泊力的增加而增加，可见双链节锚链规格应与单链节相同。 相似文献
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以三锚系浮标系统为研究对象，基于AQWA与OrcaFlex软件开展了三锚系大型浮标系统运动响应特性数值模拟研究。对直径10 m的浮标结构在波浪荷载下的水动力特性进行研究，校核了浮标的初稳性和大倾角稳性特征，计算分析了浮标的附加质量、辐射阻尼、运动响应幅值算子RAO等水动力参数，阐明了不同风、浪、流工况下三锚系浮标与辅助浮筒的运动响应特性，揭示了浮标三锚链导缆孔处锚泊张力随入射角度、波高和周期等的变化规律。研究结果表明：该浮标稳性和随波性能较好。与无浮筒三锚系浮标相比，带辅助浮筒的三锚系浮标系统的运动响应和锚泊张力减小，随着波高和周期增大，三锚系浮标系泊锚链的极端张力值逐渐增大，尤其是在极端海况下，迎浪向锚链极端张力急剧增大。 相似文献
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A numerical approach for predicting motion and tension of extensible marine cables during laying operations in a rough sea is presented here. The solution methodology consists of dividing the cable into straight elements, which must satisfy an equilibrium equation and compatibility relations. The system of nonlinear differential equations is solved by the Runge–Kutta method, taking the effect of regular and/or irregular waves into account explicitly.
Illustrative applications of the method are given for a typical cable laying ship. The results are presented as rms values of the cable dynamic tension and corresponding dynamic factor for two different types of cable and several values of cable stiffness. The effect of axial deformation on the maximum tension at the shipboard pulley location is highlighted. 相似文献
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研究开发了一套依托于海洋平台进行安装的有缆潜标实时内波监测系统.该系统由温度传感器、温盐深传感器(CTD)、定点海流计(DVS)、终端接收机、绞车、钢缆、电缆及锚定重块等组成.温度传感器、CTD和DVS依一定的空间间隔串行连接并固定在系泊钢缆上.系统利用电缆实时供电、采用可寻址RS485总线进行控制和数据传输.集成的有缆潜标内波监测系统在中海油所属的PY30-1平台上进行了现场内波观测,成功捕获了多个内波过程,为获取长时间序列的内波实测数据、进而为开展南海内波机理和工程应用研究提供了有效的技术手段. 相似文献
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Narumi Takahashi Yasuhisa Ishihara Hiroshi Ochi Tatsuya Fukuda Jun’ichiro Tahara Yosaku Maeda Motoyuki Kido Yusaku Ohta Katsuhiko Mutoh Gosei Hashimoto Satoshi Kogure Yoshiyuki Kaneda 《Marine Geophysical Researches》2014,35(3):243-253
We have developed a new system for real-time observation of tsunamis and crustal deformation using a seafloor pressure sensor, an array of seafloor transponders and a Precise Point Positioning (PPP ) system on a buoy. The seafloor pressure sensor and the PPP system detect tsunamis, and the pressure sensor and the transponder array measure crustal deformation. The system is designed to be capable of detecting tsunami and vertical crustal deformation of ±8 m with a resolution of less than 5 mm. A noteworthy innovation in our system is its resistance to disturbance by strong ocean currents. Seismogenic zones near Japan lie in areas of strong currents like the Kuroshio, which reaches speeds of approximately 5.5 kt (2.8 m/s) around the Nankai Trough. Our techniques include slack mooring and new acoustic transmission methods using double pulses for sending tsunami data. The slack ratio can be specified for the environment of the deployment location. We can adjust slack ratios, rope lengths, anchor weights and buoy sizes to control the ability of the buoy system to maintain freeboard. The measured pressure data is converted to time difference of a double pulse and this simple method is effective to save battery to transmit data. The time difference of the double pulse has error due to move of the buoy and fluctuation of the seawater environment. We set a wire-end station 1,000 m beneath the buoy to minimize the error. The crustal deformation data is measured by acoustic ranging between the buoy and six transponders on the seafloor. All pressure and crustal deformation data are sent to land station in real-time using iridium communication. 相似文献
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The dynamic response of a towed cable system to ship maneuver is parametrically simulated. Three dimensionless parameters influence on towed cable system maneuverability is investigated. They are ratio of total length to turning radius R/L, ratio of cable mass to vehicle mass σ, and ratio of mass unit length to hydrodynamic force w/r. An oscillatory motion of towed vehicle is found in simulation of spiral towed courses. Features of this oscillation in different spiral courses are compared. The sharp turns, gradual turns and their transient states of towed cable dynamics for different course directions are discussed extensively. According to the characters of transient states and horizontal trajectories evolution of maneuvered cable system, the dynamic behaviors can be divided into three situations in Fig. 8 turning maneuvers. The behavior of towed cable system during a zigzag turning course is simulated in the end. Two ingredients of heave motion are found during small ratio of turning radii to length in this course. The primary damp to initial turning becomes weak and the response to alternative turns plays a more and more important role. The damping properties of the transient behavior in different maneuvers show a periodical invariance to σ during some turning maneuvers. 相似文献
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在深海采矿车布放回收中，准确预报脐带缆在底部自由悬垂边界条件和顶部波浪载荷随机激励等共同影响下的动力响应是关键点之一。基于三维势流理论与集中质量法，结合水面支持船运动和海流联合激励，对深海布放回收中脐带缆的顶端张力等力学特性进行研究。结果表明：在布放回收过程中，轴向张力在结构载荷中占主要成分；由波浪引起的轴向张力极值与均值差距最大可达到54%；轴向张力的频谱存在双谱峰，分别为 0.14 Hz的主峰和0.10 Hz 的次峰；当浪向角为180°时，轴向张力处于峰谷。 相似文献
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流速分布及锚链自身刚度对弹性单锚链系统变形和受力的影响 总被引：1，自引：0，他引：1
在锚链系统中,锚链本身的刚度和水流对其作用是影响锚链变形和受力的主要因素。应用分段外推的数值方法,分别对不同刚度和同一弹性锚链在均匀流作用以及同一弹性锚链在不同流速分布(流速在水深方向呈抛物线分布、对数分布)的水流作用下的变形和受力进行了分析和计算,得出了锚链自身的不同刚度及不同流速对锚链的变形及受力的影响情况。结果表明,刚度对锚链受力及变形影响明显,不同流速分布对锚链的偏移量几乎无影响,但对锚链的受力影响较大,选取抛物线型流速分布对锚链安全有利。 相似文献