Numerical simulations of the Hyades dynamics and the nature of the moving Hyades cluster     

Ya. O. Chumak  A. S. Rastorguev  S. J. Aarseth 《Astronomy Letters》2005,31(5):308-314

We present our numerical simulations of the dynamical evolution of the Hyades open cluster. The simulations were performed usinga modified NBODY6 algorithm that included tidal forces and a realistic orbit of the cluster in a gravitational field described by the Miyamoto-Nagai potential. Our goal was to study the nature of movingclu sters. We show that the stars that were earlier cluster members could be later identified within a sphere of 50 pc in diameter around the Sun. The number of such stars for the chosen initial mass and virial radius of the cluster does not exceed ten. The maximum space velocity of these stars relative to the core of the current cluster does not exceed 3 km s^?1. Our numerical simulations confirm the assumption that some of the moving clusters near the Sun could consist of stars that have escaped from open clusters in the course of their dynamical evolution.  相似文献   

基于3D+-TPR-tree的点目标全时段移动索引设计   总被引：1，自引：1，他引：0  

郭晶  刘广军  郭磊  董绪荣 《测绘学报》2006,35(3):267-272

在经典3D R-tree基础上提出新的3D R-tree索引,通过改变待索引数据项的结构并重新设计查询处理算法,减少包容矩形死区,提高查询效率;为了满足全时段查询要求,设计一种称为3D -TPR-tree的联合索引结构,并对其中TPR-tree的参数包容矩形的调整算法进行优化。通过测试,证明3D R-tree的查询效率明显高于普通3D R-tree;此外,测试结果也表明经过优化的参数包容矩形的调整算法也部分提升了TPR-tree的查询性能。  相似文献   

2010年福建一次早春强降雹超级单体风暴对比分析   总被引：3，自引：0，他引：3  

冯晋勤  俞小鼎  傅伟辉  曹长尧 《高原气象》2012,31(1):239-250

利用探空、地面资料以及建阳、龙岩、长乐三部新一代天气雷达资料,对2010年3月5日福建中北部地区5cm强降雹的两个超级单体风暴进行了对比分析。结果表明,干暖盖、强垂直风切变、中高层正涡度区及地面中尺度低压为超级单体的形成提供了良好的环境场。两个超级单体都是由多单体合并后发展起来的,在成熟阶段以右移为主,属长寿命右移风暴:第一个超级单体在发展过程中由于地形作用和新单体的并入经历了3次加强过程,低层出现明显的钩状回波、中高层三体散射特征;第二个超级单体经历了多单体风暴—超级单体风暴—多单体风暴3个阶段,成熟阶段低层呈现出明显的倒"V"形回波特征,中高层有明显向右伸展的云帖。两个超级单体风暴的中气旋都是由中层发展起来,随着中气旋强度不断加强和厚度加大,最强切变中心突降时出现冰雹、大风强对流天气。通过对第一个超级单体中气旋流场分析,发现风暴前、后侧的下沉气流与低层入流形成了明显的辐合旋转作用,下沉的干冷气流进一步推动低层的暖湿入流,形成强烈的上升气流,并在风暴顶形成强辐散,使得风暴长时间维持。第二个超级单体在风暴减弱阶段,风暴右侧出现中气旋分裂,之后减弱、消失。产生强对流天气时,中高层维持高反射率因子,出现三体散射现象、风暴顶强烈辐散以及较大的VIL密度等特征。  相似文献   

近40年甘南草原生命地带偏移趋势及干湿变化   总被引：1，自引：0，他引：1       下载免费PDF全文

王建兵 《应用气象学报》2012,23(5):604-608

利用Holdridge生命地带系统对1971—2010年甘南草原的Holdridge生命地带偏移趋势及干湿变化进行分析,发现甘南草原目前仍属于青藏高原高寒植被地区的亚高山高寒草甸生命地带,但由于甘南草原生物温度明显升高,甘南草原南部和北部降水量呈现不同的变化趋势,位于青藏高原边坡地带的甘南草原的Holdridge生命地带距平均中心的偏移趋势逐年增大,甘南草原生态系统的稳定性在减弱;甘南草原潜在蒸散率以0.02/10 a~0.03/10 a趋势上升,其中以玛曲上升最明显,达0.03/10 a;20世纪90年代后,甘南草原呈明显的暖干化趋势,其中以位于南部的碌曲、玛曲变化最为明显,碌曲已由极湿润区转变为湿润区;玛曲有从极湿润区向湿润区过渡的趋势。影响甘南草原潜在蒸散率上升的主要气候因子是温度,其次为降水和空气湿度,温度上升是甘南草原暖干化的主要原因。  相似文献   

基于时间序列分析和灰色理论的建筑物沉降预测模型研究     

徐卫东  伍锡锈  欧海平 《测绘信息与工程》2012,37(6):23-25

基于时间序列分析方法建立建筑物沉降预测模型,其中通过二次移动平均法提取出沉降监测序列中的趋势项,并在此基础上采用灰色系统理论动态GM（1,1）模型进行趋势项预测。实际算例结果表明,该模型能够较好地预测沉降变化的发展趋势,并具有较高的预测精度,证明了该预测模型具有一定的可行性和有效性。  相似文献   

河南省黄淮气旋暴雨的天气特征及个例诊断   总被引：4，自引：2，他引：2  

梁钰  王新敏  邵宇翔  代佩玲  徐泉丽 《气象与环境科学》2010,33(1):24-29

通过对1990-2001年6-8月影响河南省的18个黄淮气旋暴雨个例进行统计得知:影响河南省的黄淮气旋暴雨6月最多,7月次之,8月最少。黄淮气旋暴雨产生有两个源地,一个在河南省三花间略偏南一带,另一个在河南省南部和湖北的交界处,气旋的形成与两地向东开口的喇叭口地形有关。黄淮气旋暴雨发生前24-12 h,地面图上影响系统可分为西路冷空气影响型和倒槽顶部发展型两种;高空图上,河南多受高压脊控制,700 hPa影响系统有"人"字型切变和低槽型两种,但与地面影响系统没有直接对应关系。为了进一步揭示黄淮气旋暴雨的发生机理,利用NCEP再分析资料,对2007年7月12-15日黄淮气旋引发的暴雨天气过程进行了诊断分析,结果表明:黄淮气旋暴雨的发生、发展是大气斜压性强烈发展的结果,500 hPa高空急流和700 hPa低涡的移动方向对地面气旋的移动有引导作用。  相似文献   

Moving load response of an axially loaded Timoshenko beam on a multilayered transversely isotropic half-space comprising different media     

Yi-Cheng Li  Shi-Jin Feng  Zhang-Long Chen 《国际地质力学数值与分析法杂志》2020,44(18):2501-2523

This paper investigates the dynamic response of an axially loaded Timoshenko beam coupled with a multilayered transversely isotropic (TI) half-space subjected to a moving load. An axial force induced by the thermal expansion is taken into account in the Timoshenko beam. The half-space considers the alternate distribution of an arbitrary number of TI elastic and poroelastic layers to model foundation soils with different properties and moisture conditions. To solve the governing equations, Fourier transform is adopted. The stratified foundation is formulated by extending an “adapted stiffness matrix method” to a more general scenario with an arbitrary number of layers. The beam is then coupled with the foundation to derive solutions to the system in the frequency-wavenumber domain. The final results in the time-spatial domain are recovered by the inverse Fourier transform. After confirming the accuracy of the method in this study, the influences of the pore water existence, the transverse isotropy of different parameters, and the axial force are investigated. It can be observed that the effect of pore water existence on the maximum beam deflection can reach 22% in this study. The transverse isotropy of the elastic and shear moduli influences the critical speed of the beam deflection by altering the phase velocity of the first wave propagation mode of the beam-foundation system. The vertical permeability coefficient is more important than the horizontal one in determining the excess pore pressure. The rise of the beam temperature (axial force) decreases the critical speed and magnifies the vibrations.  相似文献   

Dynamic responses of unsaturated half‐space soil to a moving harmonic rectangular load          下载免费PDF全文

Zheng Lu  Ran Fang  Hailin Yao  Cheng Dong  Shaohua Xian 《国际地质力学数值与分析法杂志》2018,42(9):1057-1077

The problem of the dynamic responses of a semi‐infinite unsaturated poroelastic medium subjected to a moving rectangular load is investigated analytical/numerically. The dynamic governing equations are obtained with consideration of the compressibility of solid grain and pore fluid, inertial coupling, and viscous drag as well as capillary pressure in the unsaturated soil, and they can be easily degraded to the complete Biot's theory. Using the Fourier transform, the general solution for the equations is derived in the transformed domain, and then a corresponding boundary value problem is formulated. By introducing fast Fourier transform algorithm, the unsaturated soil vertical displacements, effective stresses, and pore pressures induced by moving load are computed, and some of the calculated results are compared with those for the degenerated solution of saturated soils and confirmed. The influences of the saturation, the load speed, and excitation frequency on the response of the unsaturated half‐space soil are investigated. The numerical results reveal that the effects of these parameters on the dynamic response of the unsaturated soil are significant.  相似文献   

Numerical study of sand scour with a modified Eulerian model based on incipient motion theory     

Qingqing Yuan  Min Zhao  Tong Ge 《Marine Georesources & Geotechnology》2018,36(7):818-826

Application of the standard Eulerian model to simulations of sand scour results in unrealistic phenomena. Therefore, the present work develops a modified Eulerian model based on sand incipient motion theory. The modified model is applied for simulating a two-dimensional single vertical jet and a moving planar jet. The simulation results generally demonstrate fairly good agreement with published results of scour profiles and the velocity contours of the water and sand phases. In addition, equations to describe self-similar scour profiles for the moving planar jet cases are given. The results demonstrate that the modified model efficiently and accurately simulates the two-dimensional sand scour produced by jets, particularly for the moving jet cases.  相似文献   

Adaptive analysis of infinite beams dynamics problems using the periodic configuration update method in the time domain          下载免费PDF全文

Reda Mezeh  Marwan Sadek  Fadi Hage Chehade  Isam Shahrour 《国际地质力学数值与分析法杂志》2018,42(4):618-635

This paper proposes a new approach for the assessment of the dynamic response of continuously supported infinite beams under high‐speed moving loads. A change in the representation of equations of motion in the dynamics of discrete structures is proposed to obtain an improved accuracy of the numerical integration in the time domain. The proposed numerical method called the “periodic configuration update” or “PCU method” is applied to solve the problem of a vertical moving harmonic load on an infinite classical Euler‐Bernoulli beam resting on a continuous viscoelastic foundation. This study shows the superiority of the proposed method in comparison with other methods presented in the literature that suffer from the material time derivative, i.e., convective terms, that arises from the Galilean transformation. To confront this numerical problem, the PCU method retains the principle of the spatial follow of loads while zeroing the relative velocity with the traversed beam via a step‐by‐step adaptive integration of the equation of structural dynamics. The dynamic load is modeled with high theoretical velocities that can reach the critical velocity of the studied beam with different angular frequencies belonging to moderate frequency range. A parametric study is carried out to analyze the influence of key parameters on the convergence. The obtained results show a high efficiency of the PCU method for solving these types of problems relative to the dynamics of high speed trains/tracks.  相似文献