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《海洋技术学报》2021,(3)
为优化海洋动力参量拖曳式剖面测量系统(Underway Conductivity-Temperature-Depth instrument,UCTD)探头下降速度与稳定性,达到设计测量深度,提高观测数据质量,本文利用外型曲线解析式和探头基本运动方程完成初步设计,通过Fluent软件建立UCTD探头的流体动力学分析模型,计算相应的阻力系数,对其进行结构优化和重量调整,以满足技术指标的要求。2017年春季航次海试数据验证了数值仿真计算与探头结构设计的科学性和合理性,研究结果为UCTD探头水下运动规律研究和探头的设计提供参考。作为走航温盐剖面测量装置,UCTD可以快速、低成本地获取海洋水文剖面资料,广泛应用于海洋环境监测、海洋科学研究以及军事领域。 相似文献
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线圈释放式温、盐、深探头运动特性的数值计算方法研究 总被引：1，自引：1，他引：1
线圈释放式温、盐、深探头从空中定点投放，入水后测量海洋不同海水层面上的温度和盐度，因此必须知识探头各个时刻的入水距离，以与获得的温、盐数据对应。本文对其运动特性进行了数值计算，并在计算中考虑了探头质量和排水体积的变化。利用已有的形状完全相同但不释放线圈的探头实验资料，拟合出了探头在海水中的阻力系数与雷诺数的关系式。并且分析了探头入水瞬间速度损失的影响。 相似文献
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深海磁日变观测具有探头姿态难以控制、耐压要求高及记录时间长的特点。本文设计全向性质子探头较好地解决了因探头方向与地磁场方向的夹角较小而引起的旋进信号弱问题,同时借助于耐高压的玻璃仓作为封装载体实现了深水观测目标;采用信号等级分类算法抑制干扰和评价信号质量,提高了系统测量的精度,通过实时检测电路温度及预先温度标定参数实施温度影响校正。研究的深海型日变观测系统具有低压供电、分钟测量记录时间40天以上,工作水深达6000m、分辨率0.01nT以及精度0.2nT,比测接近欧沃豪斯型磁力仪测量效果,实现了相对廉价磁力仪的高精度磁场观测。 相似文献
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目前海洋重力主要为海面和海底测量。海面重力测量受水深影响,观测点远离重力源,其分辨率降低;海底测量分辨率不受水层影响,但由于逐点测量的耗时,其覆盖性较差。我们制作了一个重力测量系统,该系统在近海底具有高分辨率、高速采集重力数据的能力,其探头用船拖曳在海底附近的正上方。 相似文献
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德国GSS-2型海洋重力仪更新性改造 总被引：3，自引：0，他引：3
本文简述了我国引进的德国海洋重力仪器现状，介绍了一种新研制成功的与GSS－2型海洋重力仪探头适配的数字检测控制装置和具当代先进水平的计算机虚拟仪表终端系统，并给出了GSS－2型海洋重力仪更新性改造后的测量应用结果。 相似文献
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Monitoring offshore platforms, long span bridges, high rise buildings, TV towers and other similar structures is essential for ensuring their safety in service. Continuous monitoring assumes even greater significance in the case of offshore platforms, which are highly susceptible to damage due to the corrosive environment and the continuous action of waves. Also, since a major part of the structure is under water and covered by marine growth, even a trained diver cannot easily detect damage in the structure. In the present work, vibration criterion is adopted for structural monitoring of jacket platforms. Artificial excitation of these structures is not always practicable and ambient excitation due to wind and waves may not be sufficient for collecting the required vibration data. Alternate methods can be adopted for the same purpose, for example, the application of an impact or a sudden relaxation of an applied force for exciting the structure. For jacket platforms, impact can be applied by gently pushing the structure at the fender while relaxation can be accomplished by pulling the structure and then suddenly releasing it using a tug or a supply vessel in both cases. The present study is an experimental investigation on a laboratory model of a jacket platform, for exploring the feasibility of adapting vibration responses due to impulse and relaxation, for structural monitoring. Effects of damage in six members of the platform as well as changes in deck masses were studied. A finite element model of the structure was used to analyze all the cases for comparison of the results as well as system identification. A data acquisition and analysis procedure for obtaining the response signatures of the platform due to the impulse and relaxation procedure was also developed for possible adoption in on-line monitoring of offshore platforms. From the study, it has been concluded that both impulse and relaxation responses are useful tools for monitoring offshore jacket platforms. The present work forms the basis for the development of an automated, on-line monitoring system for offshore platforms, using neural networks. 相似文献
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海洋平台复杂节点阴极保护电位分布的有限元法计算 总被引：1，自引：0，他引：1
了解阴极保护电位分布是合理设计阴极保护工程的必要条件和评价阴极保护效果的重要依据。本文应用有限元素法(FEM)计算海洋平台复杂节点表面的阴极保护电位分布。在实验室通过边界条件试验建立数学模型,计算海水中被保护的I,Y,K型复杂节点电位分布情况。计算结果与测量结果吻合得很好,说明FEM能够应用于海洋平台复杂节点阴极保护电位分布的计算,所获得的边界条件合理。 相似文献
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Feedback and Feedforward Optimal Control for Offshore Jacket Platforms 总被引：18，自引：0，他引：18
The optimal control is investigated for linear systems affected by external harmonic disturbance and applied to vibration control systems of offshore steel jacket platforms. The wave-induced force is the dominant load that offshore structures are subjected to, and it can be taken as harmonic excitation for the system. The iineafized Morison equation is employed to estimate the wave loading. The main result concerns the existence and design of a realizable optimal regulator, which is proposed to damp the forced oscillation in an optimal fashion. For demonstration of the effectiveness of the control scheme, the platform performance is investigated for different wave states. The simulations axe based on the tuned mass damper (TMD) and the active mass damper (AMD) control devices. It is demonstrated that the control scheme is useful in reducing the displacement response of jacket-type offshore platforms. 相似文献
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海洋平台长期暴露在海洋环境当中,因此复杂的海上环境载荷以及爆炸、火灾等偶然载荷作用会对平台的安全造成很大的威胁。安全储备概念的提出就是为了对结构的安全性进行量化评价。对现阶段结构安全储备的研究进行分析和总结,为海洋平台结构安全性的定量分析提供思路,从而能够更合理地提高海洋平台结构的安全储备。首先概述了海洋平台方面安全储备的发展过程。综述了结构安全储备方面的相关概念、分类方式、评价标准以及相关的安全储备性能指标。从确定性研究方法和基于概率的研究方法两方面,对海洋平台安全储备研究现状进行对比和总结,并分别列举了构件层次的安全储备和与海洋平台结构相关的RSR和CMR等安全储备指标及研究方法,并提出了一些关于海洋平台结构安全储备研究的问题和思路。 相似文献
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Passive control of offshore jacket platforms 总被引：3，自引：0，他引：3
The wave-induced dynamic force is one of the most important excitations to be dealt with in the design of offshore structures. In order to perform a reliable design of an offshore structure, it is important to obtain an exact evaluation of its dynamic response but also to examine the ways of reducing the response. This paper presents the response of offshore jacket platforms installed with energy dissipation devices such as viscoelastic, viscous and friction dampers under wave loading. The offshore jacket platforms are modeled as multi-degrees-of-freedom system provided with dampers at each floor location. The wave forces are modeled as per Morison's equation. The governing equations of motion of the jacket platform with dampers are derived and their solution in the frequency domain is presented. The uni-directional random wave loading is expressed by the Pierson-Muskowitz spectrum. The response of the jacket platform with viscoelastic, viscous and friction dampers is compared with the corresponding response without dampers in order to investigate the effectiveness of the passive control systems. It is observed that the additional dampers add substantial damping to structure and thus favorably control the response of platform structure. Among the various energy dissipation devices used for study, the viscoelastic dampers perform better in comparison to the other dampers. This is due to the fact that the added viscoelastic dampers contribute to increased viscous damping as well as lateral stiffness which reduces the response of the offshore jacket platforms significantly. 相似文献
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针对国内海上风电基础设计没有统一的规范及标准，为提升海上风电基础设计建设的水平，通过对东南沿海某海域海上风电基础的设计进行了有限元计算分析论证，验证了群桩高承台结构设计方案的设计方法和设计参数。分析结果表明该设计的最大应力主要发生在塔筒底座与承台接触部位及钢管桩与承台连接段，应在连接部位加强措施处理；基础竖直位移较小，水平位移相对较大；分界部位应力较集中，刚度不能顺畅过渡，可考虑填充碎石土等方法加强。本研究对海上风电基础设计技术的研究与探索，可为将来制定中国海上风电行业标准提供可靠的依据，对中国未来大批量的海上风电能源的开发有着重要意义。 相似文献