海上风牧融合的难题与挑战

在海洋战略和清洁能源战略背景下,我国围绕海洋牧场和海上风电开展了规模化建设并取得了巨大成就。但工程成本高昂、海洋生境破碎化和用海冲突等问题日益显著,国内外由此开展了海上风电和海洋牧场融合发展的试点与探索。文章整理分析了国内外相关研究和试点工作,针对海上风牧融合发展的现状以及在经济和政策可行性、选址与规划、鱼种选择、配套设备开发、生态影响评估（噪声、电磁场、底座干扰和重金属迁移等）等方面的难题与挑战提出建议。     

支撑结构频率对海上风机动力响应的影响机理研究

海上支撑结构的优化设计是海上风机技术发展的必然趋势,降低支撑结构的载荷是保证风机安全运行的有效途径。海上支撑结构受到风浪复杂环境荷载作用,风、浪载荷决定着塔底承受较大的剪力和倾覆力矩,同时风浪的随机性和周期性会影响塔架的疲劳载荷。基于海上风机支撑结构频率对载荷影响的研究,分析海上支撑结构频率对叶片根部挥舞和摆振响应的影响,探究频率对风机响应的影响机理。研究表明：波浪频率诱导是基础疲劳载荷响应的主要原因;开展单桩基础设计,当整机频率确定时,基础变径段可设置于浪溅区下部区域范围;叶片摆振响应受1P频率影响较大,在风机设计时可增加叶片摆振方向的阻尼;当整机频率邻近3P频率时,塔筒刚度变化对基础载荷响应的影响大于基础刚度变化;海上支撑结构设计时可优先考虑塔筒刚度。     

海洋底边界层中实测海流的垂直分布Ⅱ·潮流边界层

为了满足海洋工程设计的需要,作者从理论上研究了海底以上1－2m处潮流边界层的结构。把传统上用于稳定海流的底Ekman层理论发展成为用于潮流运动的振荡Ekman边界层,给出了潮流Ekman方程的解析解[式（32）－（35）],提出了对数边界层中潮流运动的方程组（式4－8）及其约束条件（式48）,并给出了潮流Ekman层与潮流对数边界层的匹配条件（式43）,还给出了计算浅海潮流垂直分布的解析表达式（36）－（39）。     

海洋底边界层中实测海流的垂直分布I. 余流边界层

海底以上 1— 2m水层的海流垂直分布和变化 ,对于海底泥沙运动和海洋工程设计具有十分重要的意义。迄今为止 ,研究者分别从实测资料、实验室实验和理论等方面对底边界层中稳定流动的垂直分布进行了研究 ,其结果均难以直接满足工程需要。本文基于现有的理论和实验结果 ,发展了现有海底边界层理论 ,运用把稳定流的底Ekman层与对数层相配匹的方法确定了实测余流的垂直分布 ,并给出了在渤海石油平台区的应用实例。结果表明 ,本文给出的原理和方法在应用中与实测结果符合良好 ,可以直接满足工程需要     

海洋底边界层中实测海流的垂直分布Ⅰ.余流边界层

海底以上1-2m水层的海流垂直分布和变化,对于海底泥沙运动和海洋工程设计具有十分重要的意义.迄今为止,研究者分别从实测资料、实验室实验和理论等方面对底边界层中稳定流动的垂直分布进行了研究,其结果均难以直接满足工程需要.本文基于现有的理论和实验结果,发展了现有海底边界层理论,运用把稳定流的底Ekman层与对数层相配匹的方法确定了实测余流的垂直分布,并给出了在渤海石油平台区的应用实例.结果表明,本文给出的原理和方法在应用中与实测结果符合良好,可以直接满足工程需要.     

简单海-气边界层模式中的埃克曼流动Ⅱ——有限深海的情形

本文是文献[3]研究工作的继续。利用文献[3]中所用的海-气边界层模式,重点考虑海深和底坡的影响,将该文的研究成果直接推广到有限深海的情形,和无限深海情形下所获得的相应结果进行比较,简洁地阐明两者的异同,并就海底摩擦以及浅海风暴潮的估值和导致风暴潮的发生和发展的大气强迫力作一简短讨论。     

简单海-气边界层模式中的埃克曼流动Ⅰ——无限深海的情形

近十余年来,海洋和大气相互作用这一课题日益受到人们的关注。从海-气边界层结构以及通过海面的物理量和化学量输送机制的研究到大尺度海洋和大气相互作用的研究都取得了可喜的成果。此外,还从海洋和大气相互作用的观点探索了风暴潮预报的新的可能途径^[2]。然而,由于问题的复杂性,通过海面以及海-气边界层的物理量的小尺度输送机制迄未得到澄清,企图从本质上改善大尺度海洋和大气相互作用的理论是不现实的。     

地转动量近似条件下的海-气边界层动力学特性

本文把海洋和大气边界层分为三层,利用地转动量近似的方法,考虑了大气的斜压性、层结和非线性效应,解析地给出了无限深海洋和大气边界层速度的垂直分布,并得出了在非线性情况下大气和海洋埃克曼抽吸速度,分析了它们与经典埃克曼解的差异性,揭示了海洋和大气相互作用的性质.同时,也得到了海面风和海面风应力的诊断关系.     

太平洋涌浪分布特征及其对海-气边界层的影响

本文对海-气边界层波致风机制的相关理论进行了阐述,并利用ERA-40再分析资料给出了太平洋谱峰速度、波龄、波陡等描述涌浪和波致风机制物理量的年际和季节空间分布特征。分析表明:东太平洋赤道地区等海域涌浪速度最大且涌浪由南向北传播明显;太平洋波边界层高度基本呈现出东高西低的分布形势;波致风机制主要发生在赤道热带海域,北半球夏季波致风机制偏强,冬季偏弱,南半球反之;北半球北部海域夏季更易发生波致风机制,赤道附近海域相反;南海为风浪与涌浪组成的混合浪,对其波候等相关研究有必要分开进行讨论。     

春季华南沿海海-气边界层动力参数的观测研究

通过对珠江口海岸边近地面边界层的观测资料的研究,发现该海岸带春季大气层结呈中性或近中性状态,强稳定或者强不稳定天气过程较少;摩擦速度不仅和稳定度有关,而且随平均风速呈线性增加,地形引起的扰动对它的离散性影响较大;无因次风速方差满足相似规律并符合“1/3”次方定律,在中性或者近中性条件下,u,v,,w3个方向分量的相似函数为常数:3.06、2.56、1.33;湍流强度在风速达到4～6 m/s时最弱,且变化不明显,在自由对流状态(风速小于2m/s)时湍流发展最旺盛,风速大于6 m/s时随风速增大略有增加,水平分量比垂向分量的增幅明显;海面空气动力粗糙度在距离海面10 m高处风速为3.0 m/s时最小,其与风速成二次曲线关系;中性或近中性条件下拖曳系数平均值为1.180×10-3,与风速的关系在小于4 m/s和大于4 m/s时不同,且有不同的拟合关系式.     

Inter-Comparison of Numerical Model Generated Surface Winds with QuikSCAT Winds over the Indian Ocean

The accurate surface wind in the equatorial Indian Ocean is crucial for modeling ocean circulation over this region. In this study, the surface wind analysis generated at the European Center for Medium Range Weather Forecasts (ECMWF) and the National Centers for Environmental Prediction (NCEP) are compared with NASA QuikSCAT satellite derived Level2B (swath level) and Level3 (gridded) surface winds for the year 2005. It is observed that the ECMWF winds exhibit speed bias of 1.5 m/s with respect to QuikSCAT Level3 in the southern equatorial Indian Ocean. The NCEP winds are found to exhibit speed bias (1.0–1.5 m/s) in the southern equatorial Indian Ocean specifically during January–February 2005. The biases are also observed in the analysis when compared with Level2B product as well; however, it is less in comparison to Level3 products. The amplitude of daily variations of both ECMWF and NCEP wind speed in Bay of Bengal and parts of the Arabian Sea is about 80% of that in QuikSCAT, while in the equatorial Indian Ocean it is about 60% of that of QuikSCAT.     

近岸区域及河口区台风风场动力诊断模型

由梯度风平衡原理得出具有非对称性的台风模型风场 ,将台风模型风场与 NCAR客观分析风场嵌套得到大区风场并从中取出中尺度动力诊断模式 Mass所需的初始风场 ,再由 Mass模式对局部关键性区域海面风场作动力调整 ,同时结合实测资料使用 Nudging同化方法进行调整 ,从而获得具有较好实用性的台风近岸及河口区的海面风场。文中用上述模型对 90 15号和 9711号台风作了诊断分析试验 ,得到了比较合理的并符合实际观测的台风海面风场     

A Simple Eddy Viscosity Model of Rough Turbulent Wave Boundary Layer

- A one-layer time-invariant eddy viscosity model is specified to develop a mathematical model for describing the essential features of the turbulent wave boundary layer over a rough bed. The functional form of the eddy viscosity is evaluated based on computational results from a two-equation turbulence model in which the eddy viscosity varies with time and space. The present eddy viscosity model simplifies much of the mathematical complexity in many existing models. Predictions from the present model have been compared with a wide range of experimental data. It is found that the eddy viscosity model adopted in the present study is physically reasonable.     

卫星SAR图像的海洋大气边界层特征参数的反演

针对中国南海ERS-2／SAR三维对流涡旋图像,分别利用Young的协方差方法和惯性子域方法,反演了对流海洋大气边界层高度、海洋大气边界层垂直对流尺度速度、表面浮力通量、Obukhov长度、稳定性校正后的海面风速和海面风速稳定性校正因子。结果表明,2种反演方法的结果符合较好,在一定程度上说明利用协方差方法和惯性子域方法从卫星SAR图像反演海洋大气边界层参数的有效性。     

关于二平行流束之间层流边界层流动方程式的解

通过选取一以两层流束分界面上的流体速度平动的坐标系,证明两流束中的层流边界层流动可以劈分为两个与沿平板的边界层流动完全相同的流动并且应用已有的澡平板边界层流动的精确解,可以给出具有不同密度、不同粘性与不同速度的二平行流束之间层流边界层流动方程式的精确解。就Ｌｏｃｋ讨论的情况,应用本文提出的方法所得到的结果跟Ｌｏｃｋ所作的数值计算作了详细的比较。     

Nonlinear Model of the Ekman Boundary Layer in the Generalized Vorticity Equation

Izvestiya, Atmospheric and Oceanic Physics - Approximations are proposed for the Ekman thickness scale, in which the Coriolis parameter is replaced by absolute vorticity to consider the variability...     

加拿大海盆冰下表层海水湍扩散系数估计

海洋的湍粘性系数和湍扩散系数是研究海洋动量传输、热扩散和物质扩散的物理基础,是海洋模式的重要参数。北冰洋是海冰覆盖的海洋,其湍粘性系数和湍扩散系数与其他大洋有显著不同。本文以Pacanowski＆Philander的参数化方案为基础,采用二次北极科考的连续观测冰站和单次观测冰站的资料,定量计算了加拿大海盆74°N-78°N,144°W-164°W区域冰下60 m以浅的垂向湍粘性系数v和湍扩散系数kT,并分3个区域比较。结果表明：v和kT的垂向分布具有较好的一致性,表层和60 m处量值较大,中间较小;区域的不同主要体现在24 m以浅。     

Effect of the Planetary Boundary Layer Horizontal Inhomogeneity in the Two-Dimensional Fluid Motion Model

The generalized two-dimensional vortex equation is derived for an incompressible viscous fluid in a rotating system for a vertically averaged flow taking into account the variability of the boundary layer characteristics. The resulting equation contains parameters and their spatial derivatives determined by the second moments of functions describing the vertical profiles of the flow components. Numerical experiments demonstrate the influence of the boundary-layer horizontal inhomogeneity on the evolution of the vorticity field of a pair of atmospheric vortices.     

Strength Characteristics of the Cement-Stabilized Surface Layer in Dredged and Reclaimed Marine Clay, Korea

A series of tests in both laboratory and field were performed to investigate the engineering and mechanical properties, especially flexural strength, of cement-stabilized soils. The strength of cement-stabilized soils mainly depends on water-to-cement ratio and curing temperature. The higher curing temperature and the longer curing time, the higher strength in cement-stabilized soils generates. The high ratio of water-to-cement results in lower strength. The compressive strength observed in the field is similar to the strength in the laboratory. Field tests on a cement-stabilized soil layer indicate that the strength is significantly affected by the thickness of the improved layer, which is directly related to the moment of inertia. In addition, the failure shape observed in a cement-stabilized layer in the field looks likes a bending failure type, because the flexural tensile strength, rather than the compressive strength, mainly dominates the failure of cement-stabilized layer. The flexural tensile strength is closely related to the moment of inertia. Therefore, the flexural tensile strength should be considered for determining the thickness and strength in improvement of soft clay.     

Strength Characteristics of the Cement-Stabilized Surface Layer in Dredged and Reclaimed Marine Clay,Korea

ABSTRACT

A series of tests in both laboratory and field were performed to investigate the engineering and mechanical properties, especially flexural strength, of cement-stabilized soils. The strength of cement-stabilized soils mainly depends on water-to-cement ratio and curing temperature. The higher curing temperature and the longer curing time, the higher strength in cement-stabilized soils generates. The high ratio of water-to-cement results in lower strength. The compressive strength observed in the field is similar to the strength in the laboratory. Field tests on a cement-stabilized soil layer indicate that the strength is significantly affected by the thickness of the improved layer, which is directly related to the moment of inertia. In addition, the failure shape observed in a cement-stabilized layer in the field looks likes a bending failure type, because the flexural tensile strength, rather than the compressive strength, mainly dominates the failure of cement-stabilized layer. The flexural tensile strength is closely related to the moment of inertia. Therefore, the flexural tensile strength should be considered for determining the thickness and strength in improvement of soft clay.