自升式钻井平台海上迁航阻力计算研究

针对自升式钻井平台在海上迁航时的迁航阻力计算提出了一种计算方法,此种方法在吸收和归纳国内外迁航规范、标准的基础上,对某国内典型形式的自升式钻井平台迁航阻力的计算方法进行了研究。考虑迁航过程中静水力拖航阻力、风阻力载荷和波浪阻力的作用,同时根据平台的具体布置形式考虑了平台风阻力的遮蔽效应。在计算得到平台迁航阻力总阻力的基础上,对拖船选择和拖曳设备的配备给出了具体要求。最后,对具体平台的迁航阻力进行了算例研究,并同该平台操船手册中给出的迁航阻力进行了比较,迁航阻力计算结果符合良好。     

自升式平台拖航工况桩腿设计标准研究

本文对自升式钻井平台拖航工况桩腿的外力、内力和应力设计标准进行了综合分析。分别按照美国船检局、英国劳氏船级社、挪威船级社和我国船检局的近海移动式钻井平台入级和建造规范对我国建造的自升式平台桩腿结构进行分析计算。将所得的结果列表并绘出曲线,进行了综合分析。其结论为应用近海移动式钻井平台入级与建造规范和对这种自升式平台设计提供适当的依据.     

自升式综合平台的外载计算

本文给出了自升式综合平台的外载估算方法。对大尺度物体的波浪载荷用三种方法进行了计算,在计算中考虑了非线性波的影响和局部修正。本文在给定的设计波参数和海况条件下,对南海北部湾和渤海地区的自升式综合平台(方案)进行了风、浪、流外载计算。计算结果用于平台结构强度、疲劳、稳定性分析和沉块的优化设计。     

老龄自升式平台极限承载能力与体系可靠性分析

通过海洋平台桩-土非线性弹簧模型的研究,结合桩基荷载-位移数据计算程序的编制,为工程实际应用提供简便可靠的方法。对某自升式钻井平台在完好状态和受损状态下的极限承载能力作了对比研究,通过逐级增加载荷的方法,基于精确计算模型对平台结构进行非线性分析,具体依据载荷类型、载荷作用力方向等,得到12种计算工况,研究老龄平台在受损状态下对强度储备的影响,并评估其安全状况。考虑外界荷载的随机性和不确定性,基于极限承载能力分析,采用等效荷载法,运用JC法进行平台体系可靠性计算,分析完好平台与老龄平台的结构体系可靠性,并作对比研究。     

海上自升式钻井平台结构非线性分析

本文分析海上自升式钻井平台结构特征及其桩腿结构非线性大位移特点,采用非线性有限元分析方法,提出考虑剪切影响的三维梁单元几何非线性分析新的方法,并编制相应分析程序,对自升式钻井平台桩腿结构非线性问题进行了合理地分析,取得合理的分析结果.文中还通过自升式钻井平台实例分析说明了此法的应用.     

半潜式平台结构分析中波浪理论的选择问题

设计各种活动式钻井站(如坐底式、自升式、半潜式钻井平台)和其它各种海洋工程结构时,为了计算波浪载荷,都要根据作业区的水深选用认为合适的波浪理论,借以计算波内水质点的速度和加速度.本文从工程应用的角度,对半潜式平台结构分析时关于波浪理论的选择问题进行了探讨,还对司托克斯五阶理论的实际应用作了简要的介绍.     

自升式钻井平台抗冰特性试验研究

自升式钻井平台在设计时通常不考虑冰荷载的作用,要实现冰区作业,首先需要对该类平台的抗冰能力进行准确评估。本文通过开展冰池试验,对自升式钻井平台冰载荷作用机理、结构冰激特性以及抗冰方法等进行研究。海洋结构受到的冰荷载大小以及结构响应值与冰厚密切相关,冰激振动机理与冰厚无关,探究不同冰速和冰厚下冰荷载及振动响应的时程曲线,可发现低冰速下结构展现出的准静态响应特征以及高冰速下的随机响应特征。冰激振动的发生是结构固有特性、冰速、冰厚、冰材料参数等因素共同影响的结果,其作用机理尤为复杂,本研究侧重于桁架式自升式平台冰区作业中结构冰激振动特性研究。     

自升式平台拖航稳性研究

本文计算了各类自升式平台在不同拖航操作状态下的稳性，并根据计算结果分析研究了这些操作的利弊。本文可供自升式平台设计、操作和检验者参考     

自升式钻井平台拔桩机理探析

海上自升式钻井平台完成预定工作后,将收起桩靴迁航到下一个目的地,桩靴的拔出是由支撑状态向漂浮状态过渡的重要过程,是自升式钻井平台正常作业不可缺少的重要组成部分。在这个过程中,拔桩阻力的预测对于桩靴上拔安全至关重要。笔者通过对平台拔桩阻力进行分析,并结合中油海平台近几年的拔桩作业经验,提出了施工中的注意事项,具有一定的指导意义。     

自升式海上钻井平台结构的模态分析及地震反应的谱分析

本文对某自升式钻井平台结构进行了模态和地震反应分析。用等效桩腿的处理方法把平台结构简化为空间梁系有限元力学模型,采用我国《海上固定平台入级与建造规范》中规定的标准地震谱曲线.首先计算了平台结构前五阶固有频率和模态,然后用基于模态叠加法的谱分析法求出平台结构和桩腿各部位的最大位移和应力反应。最后给出了该平台结构在30m和50m水深海域、桩腿为插桩式和沉垫式两种固定型式下的计算结果和比较。     

Measurements of Wind Loads on Side-by-Side Semi-Submersibles in A Wind Tunnel

The multi-body system has been a popular form for offshore operations in terms of high efficiency. The wind effects are crucial which directly affect the relative positions of floating bodies and operating security. In this study, the aerodynamic characteristics for two coupled semi-submersibles were analyzed in a wind tunnel to fill the gaps in literature related to the wind sheltering on offshore platforms. The influences of separation distance were also investigated. According to the results, substantial shielding effects were observed and wind forces on the shielded vessel decreased dramatically: a reduction in the transverse force could be up to 74%. Moreover, the longitudinal wind load was amplified by the platform abreast in a side-by-side configuration. As expected, the interference level became more pronounced with a decreasing separation distance. For cases in which wind interaction decayed rapidly with distance, logarithmic functions were preferable for describing the relationship between them. Whereas linear fitting was reasonable for the transverse wind force when there was still evident sheltering at a quite large distance.The length of shielding area was another important factor that there was approximately a linear relationship between it and the shielding level for two platforms in close proximity at various wind attack angles. Based on the two parameters, a preliminary wind loads estimation method considering shielding effects was proposed. This approach can aid the industry to have a qualitative assessment of wind sheltering especially at early stages.     

基于海上风电产业发展的风电机维修市场

为促进海上风电产业和风电机维修市场的发展,文章概述风电及其产业的发展状况以及海上风电产业发展的主要地区,分析海上风电机维修市场的需求、特点和潜力,并提出该领域的投资建议。研究结果表明:风电具有巨大的经济、社会和环境效益,是全球发展的重点领域;欧洲、亚洲和美国等是海上风电产业发展的主要地区,其中欧洲发展最早和最好;由于海上风电机结构复杂和所处环境恶劣,维修市场需求旺盛;目前全球海上风电机维修市场具有地区不均衡、核心技术垄断和处于蓝海期的特点,在部件和工具及其供应链供给、运维船制造、智能化产品服务以及人员技能培训等方面具有发展潜力;海上风电机维修市场的自身潜力和辐射效应较大,市场前景广阔,该领域的投资应关注其优势、劣势、机遇和风险。     

风传感器智能化接口研究

介绍了应用于大型海洋资料浮标FZF3—1系统上的智能风速、风向采集系统，论述了该系统的软、硬件的设计原理和性能以及在无人值守、自动采集浮标上的应用情况。     

湛江某海上风电桩基局部冲刷特征研究

海上风电场桩基局部冲刷是工程设计与运行阶段的重要参数之一。基于湛江某海上风电场桩基3次现场局部冲刷实测数据,进行冲刷坑最大深度、冲刷坑半径和冲淤变化特征的分析与研究;根据桩基局部冲刷经验公式,采用工程海域实测海洋水文动力学数据进行最大冲刷深度与冲刷半径的计算,并进行公式计算值的对比与分 析。结果表明:桩基础在防冲刷设施的保护下,3次实测最大冲刷深度基本稳定为4.0 m,最大冲刷深度与桩径之比为0.57。而经验公式的最大冲刷深度与桩径之比均超过了1.1,说明桩基防冲刷设施取得了一定的效果,冲刷坑半径的计算值与现场实测值吻合较好。建议海上风电场在运行阶段进一步加强桩基冲刷坑监测与防护。     

Experimental Study on Aerodynamic Characteristics of the Model Wind Rotor System and on Characterization of A Wind Generation System

In order to investigate the aerodynamic characteristics of 6-MW wind turbine, experimental study on the aerodynamic characteristics of the model rotor system and on characterization of a wind generation system is carried out. In the test, a thrust-matched rotor system and a geometry-matched rotor system, which utilize redesigned thrustmatched and original geometry-matched blades, respectively, are applied. The 6-MW wind turbine system is introduced briefly. The proper scaling laws for model tests are established in the paper, which are then implemented in the construction of a model wind turbine with optimally designed blades. And the parameters of the model are provided. The aerodynamic characteristics of the proposed 6-MW wind rotor system are explored by testing a 1:65.3 scale model at the State Key Laboratory of Ocean Engineering at Shanghai Jiao Tong University. Before carrying out the wind rotor system test, the turbulence intensity and spatial uniformity of the wind generation system are tested and results demonstrate that the characterization of the wind generation system is satisfied and the average turbulence intensity of less than 10% within the wind rotor plane is proved in the test. And then, the aerodynamic characteristics of 6-MW wind rotor system are investigated. The response characteristic differences between the thrust-matched rotor system and the geometry-matched rotor system are presented. Results indicate that the aerodynamic characteristics of 6-MW wind rotor with the thrust-matched rotor system are satisfied. The conclusion is that the thrust-matched rotor system can better reflect the characteristics of the prototype wind turbine. A set of model test method is proposed in the work and preparations for further model basin test of the 6-MW SPAR-type floating offshore wind turbine system are made.     

Adjustment of Wind Waves to Sudden Changes of Wind Speed

An experiment was conducted in a small wind-wave facility at the Ocean Engineering Laboratory, California, to address the following question: when the wind speed changes rapidly, how quickly and in what manner do the short wind waves respond? To answer this question we have produced a very rapid change in wind speed between U _low (4.6 m s^?1) and U _high (7.1 m s^?1). Water surface elevation and air turbulence were monitored up to a fetch of 5.5 m. The cycle of increasing and decreasing wind speed was repeated 20 times to assure statistical accuracy in the measurement by taking an ensemble mean. In this way, we were able to study in detail the processes by which the young laboratory wind waves adjust to wind speed perturbations. We found that the wind-wave response occurs over two time scales determined by local equilibrium adjustment and fetch adjustment, Δt ₁/T = O(10) and Δt ₂/T = O(100), respectively, in the current tank. The steady state is characterized by a constant non-dimensional wave height (H/gT ² or equivalently, the wave steepness for linear gravity waves) depending on wind speed. This equilibrium state was found in our non-steady experiments to apply at all fetches, even during the long transition to steady state, but only after a short initial relaxation Δt ₁/T of O(10) following a sudden change in wind speed. The complete transition to the new steady state takes much longer, Δt ₂/T of O(100) at the largest fetch, during which time energy propagates over the entire fetch along the rays (dx/dt = c _g) and grows under the influence of wind pumping. At the same time, frequency downshifts. Although the current study is limited in scale variations, we believe that the suggestion that the two adjustment time scales are related to local equilibrium adjustment and fetch adjustment is also applicable to the ocean.     

蒸发波导条件下风速风向对电磁波传播的影响

海洋蒸发波导是重要的军事敏感要素,严重影响着海上电磁波的传播。风向、风速是决定蒸发波导强弱的重要因素,为精确模拟蒸发波导条件下的电磁波传播,准确评估预报雷达、通信等电子设备的性能,文中利用抛物线方程模型,结合粗糙度参数和蒸发波导条件下大气修正折射指数廓线模型来求解电磁波波动方程,基于电磁波传播的数值模拟结果,重点研究蒸发波导条件下风速和风向对电磁波传播的影响。并得到如下结论:在同一传播距离处,风速越大,海面粗糙度越大,海面电磁波传播损耗就越大;当电磁波传播方向与风向夹角为0°时,其传播路径损耗远远大于在45°或90°条件下,即顺风条件下电磁波传播损耗大于侧风。     

Wind effects on sub-tidal currents in Puget Sound

Wind effects on sub-tidal currents are studied using current meter records obtained at six moorings across the main basin of Puget Sound. High correlations between wind speeds and currents are found near the surface and at mid-depths of about 100 m. Empirical Orthogonal Function analysis applied to the axial currents in 1984 and 1985 shows that mode 1, containing over 60% of the variance, is highly correlated with wind speed even without any near surface current records. When near surface stratification is strong, direct wind effects are limited to the upper 30 m with counter currents in the lower layer indicating a baroclinic response. The transport in the lower layer almost balances the transport in the upper layer. When near surface stratification is weak, direct wind effects on currents can be detected to about 100 m. In this case, there is no clear and consistent depth at which one can separate the upper from the lower layer. Time series show that the acceleration in the surface layer initially increases in the same direction as the wind when the wind starts blowing, but it reaches a maximum, starts decreasing, and eventually changes to the opposite direction (decelerates) while the wind continues to blow in one direction. Results of a continuously stratified normal mode model and estimations from the observations suggest that friction at solid boundaries is a major cause of these phenomena. The model shows that modal currents of normal modes 2 and 3 are as important as mode 1, although the resultant vertical structure of total current shows a two-layer type pattern with only one zero crossing. The effect of the baroclinic pressure gradient is only apparent at low frequencies and among lower modes.