太阳活动变化对东亚冬季气候的非对称影响及可能机制   总被引：1，自引：0，他引：1  

王瑞丽  肖子牛  朱克云  高枞亭 《大气科学》2015,39(4):815-826

基于1959～2013年的观测和再分析资料以及10.7 cm(2800 MHz)太阳射电通量资料, 本文分析了太阳活动变化与东亚冬季气候的相关关系, 分析结果表明:太阳活动变化与东亚冬季大气环流有较好的相关性, 且在太阳活动的强、弱时期该相关关系存在很大差异, 在强太阳活动时期太阳活动变化与东亚冬季气候的联系更为显著, 而在弱太阳活动时期二者之间的直接联系微弱, 这表明太阳活动变化对东亚冬季气候的影响具有非对称性特征。在太阳活动较强的时期, 随着太阳活动的增强, 东亚中高纬对流层中层的大气环流倾向纬向型, 东亚大槽减弱, 850 hPa出现异常偏南风, 地面上西伯利亚高压以及冬季风减弱, 东亚大部分地区气温显著偏高;而在太阳活动较弱的时期, 太阳活动的年际差异与东亚冬季大气环流之间几乎不存在显著联系。分析太阳活动较强和较弱时期纬向平均纬向风的差异发现, 其间平流层行星波活动、热带西北太平洋海表温度的差异可能是造成这种非对称影响的重要原因。在强太阳活动时期, 平流层行星波在太阳活动的异常增强年有异常的从极地向赤道的水平传播, 高纬地区E-P通量(Eliassen-Palm flux)异常辐散, 导致中高纬西风及北极涛动(AO)增强, 同时热带西北太平洋海温异常偏冷, 海陆热力差异缩小, 大气环流经向度减弱, 东亚冬季风偏弱。  相似文献   

热带风压场平衡特征及其对GRAPES系统中同化预报的影响研究I:平衡特征分析     

王瑞春  龚建东  张林  陆慧娟 《大气科学》2015,39(5):953-966

本文基于GRAPES全球模式的短期预报误差样本,利用赤道波动正规模态研究了热带风、压场平衡特征,并根据这些特征分析了线性平衡方程(LBE)在该区域应用时存在的问题。结果表明:(1)赤道波动能成功解释热带短期预报误差样本的大部分分量,对流层中层为60%~80%,对流层顶和平流层低层为80%以上。(2)在可解释的误差方差中,赤道罗斯贝波(ER)占比仅为30%~55%,其他赤道波动的作用不可忽视。(3)在ER模态基础上引入其他赤道波动会大幅削弱原有风、压场平衡约束,重力惯性波与Kelvin波的作用最为显著。此时,对流层中层位势高度h与u风、v风间的约束接近于零,而平流层低层h-u的平衡特征由Kelvin波主导。(4)LBE主要表达了ER模态下的风、压场平衡特征,与实际情形相比高估了热带风、压场的耦合程度,进一步的改进中需削弱这一虚假平衡,使得热带风、压场分析变得更加独立。  相似文献   

Prediction of application scope of vertical fracture strike based on scattered wave fracture orientation function     

TANG Yufei  LIU Yuwei  LIU Xiwu  YANG Guodong 《世界地质(英文版)》2015,18(1)

Fracture system plays a very important role in the enrichment and accumulation of oil and gas in the reservoirs. Based on scattering wave information,Fracture Orientation Function( FOF) was built,which can be used to predict the fracture orientations. However,this method has only been verified by physical experiments without studies on the application scope. In this study,based on the linear sliding theory,FOF of the scattering wave was applied to the numerical simulation and the application scope was further studied according to fracture flexibility tensor. According to the fractures filled with gas and liquid,numerical simulation was conducted on the models with various fracture flexibilities. Numerical simulation results were used to inverse fracture orientation with the aid of the FOF of the scattering wave. The results show that it is workable to predict the vertical fracture orientation with the FOF of the scattering wave. Application of this method is more effective when the fractures are filled with gas than liquid. Moreover,the application scope can be predicted by the fracture flexibility.  相似文献   

多重散射问题的改进算法以及双排非连续弹性屏障对水平向剪切波的隔离研究     

夏唐代  孙苗苗  陈晨 《岩土力学》2011,32(8):2402-2408

与Aviles等学者的多重散射隔振理论相比较,采用更为完整的Fourier-Bessel函数系的级数展开表达式来研究弹性波入射下的多重散射问题。引入Graf加法定理,并结合位移和应力边界条件,推导了无限均匀弹性介质中任意分布的多个弹性圆柱体对于平面水平向剪切波(SH波)入射时散射系数的理论解析解。随后,取圆柱体分布于两条相互平行的直线上,则问题演变为双排弹性桩屏障对于弹性波的隔离问题。引入无量纲位移(屏障后土体总的位移与仅由入射平面水平向剪切波引起的位移的比值)和透射系数(屏障宽度范围内无量纲位移的几何平均值)的概念来研究屏障的隔振效果。重点讨论了双排桩间距h以及桩土的剪切模量比ξ对于屏障整体隔振效果的影响,阐述了双排桩屏障的隔振性状。特别地,当h=0时,该问题退化为常见的单排非连续屏障的隔振问题。  相似文献   

饱和孔隙介质中非均匀震电平面波   总被引：1，自引：0，他引：1  

崔志文  高文阳  张言  王克协 《岩土力学》2011,32(9):2810-2814

采用描述地下流体饱和孔隙介质中弹性波与电磁场耦合现象的Pride方程组,利用Helmholtz分解,求解了非均匀震电耦合平面波解,推导了流体饱和孔隙介质中传播的非均匀震电平面波的能流表达式,讨论了非均匀震电平面波的能量特征.结果表明,非均匀震电平面波的平均能流在传播矢量和衰减矢量构成的平面内传播,伴随电磁场对纵波模式的能流没有贡献.当动电耦合系数为0时,震电平面波的能流表达式可退化为Biot弹性波的能流表达式。  相似文献   

水平层状岩体边坡动力响应中的结构面效应研究     

周剑  张路青  王学良 《工程地质学报》2011,19(3):352-358

根据应力波传播原理分析了水平层状岩体边坡中应力波传播特征,建立了应力波在该类边坡中传播的模型.利用离散元软件UDEC分析了不同频率垂向压缩应力波作用下边坡动力响应规律中的结构面效应.结果表明:边坡中的水平层面对坡顶的动力响应有明显影响.低频应力波作用下,水平层状岩体边坡坡顶的垂向峰值速度较均质坡体相同部位的峰值速度的增...  相似文献   

Modeling of electromagnetic waves in axisymmetric geometry using a Laguerre spectral method     

A.F. Mastryukov 《Russian Geology and Geophysics》2011,52(9):1035-1042

A spectral method for modeling high-frequency electromagnetic waves in axisymmetric geometry is proposed.The method is based on the expansion of the solutions of Maxwell’s equations in Laguerre functions in the time region.The spectral method is used to solve Maxwell’s equations for both 2D media and stratified media. In the case of stratified media, a Fourier–Bessel expansion in the radial variable is used. The effectiveness of the spectral and finite-difference methods is compared. Harmonic solutions and solitary solutions by the Laguerre method are considered, and the dynamics of monochromatic and broadband electromagnetic pulses are examined.  相似文献   

后赤潮过程中现场水样的三维荧光光谱特征分析     

吴永森  吴绍渊  李赟  李瑞香  殷月芬 《海洋与湖沼》2011,42(6):892-898

对发生在青岛近岸水域的后赤潮过程中赤潮藻密度、藻种进行鉴别的同时,对现场水样的三维荧光光谱进行了测量,获得了一套三维特征荧光数据。分析结果表明,1）当海水中生物密度达到或接近赤潮密度时,Ex最高峰值波长位于245nm,Em最高峰值波长在445nm,激发转折波长在260nm,荧光转折波长在245nm;2）在非赤潮区,Ex...  相似文献   

Propagation of water waves over permeable rippled beds     

Ching-Jer Huang  Chih-Hsin Chen 《Ocean Engineering》2011,38(4):579-591

Unsteady two-dimensional Navier-Stokes equations and Navier-Stokes type model equations for porous flow were solved numerically to simulate the propagation of water waves over a permeable rippled bed. A boundary-fitted coordinate system was adopted to make the computational meshes consistent with the rippled bed. The accuracy of the numerical scheme was confirmed by comparing the numerical results concerning the spatial distribution of wave amplitudes over impermeable and permeable rippled beds with the analytical solutions. For periodic incident waves, the flow field over the wavy wall is discussed in terms of the steady Eulerian streaming velocity. The trajectories of the fluid particles that are initially located close to the ripples were also determined. One of the main results herein is that under the action of periodic water waves, fluid particles on an impermeable rippled bed initially moved back and forth around the ripple crest, with increasing vertical distance from the rippled wall. After one or two wave periods, they are then lifted towards the next ripple crest. All of the marked particles on a permeable rippled bed were shifted onshore with a much larger displacement than those on an impermeable bed. Finally, the flow fields and the particle motions close to impermeable and permeable beds induced by a solitary wave are elucidated.  相似文献   

Effect of roll modelling in beam waves under multi-frequency excitation     

G. Bulian  A. Francescutto 《Ocean Engineering》2011,38(13):1448-1463

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