近40年甘南草原生命地带偏移趋势及干湿变化

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。     

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

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。     

河南省黄淮气旋暴雨的天气特征及个例诊断

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。     

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

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.     

Dynamic responses of unsaturated half‐space soil to a moving harmonic rectangular load

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.     

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

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.     

Adaptive analysis of infinite beams dynamics problems using the periodic configuration update method in the time domain

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.     

新型移动三维激光扫描技术在盾构管片椭圆度检测中的应用

铁运营阶段对隧道结构的变形监测保证了地铁运行的安全，而椭圆度检测是地铁隧道结构检测的重要工作。本文简单介绍了传统椭圆度检测的基本方法，分析了新型移动三维激光扫描检测系统基本原理及隧道椭圆度检测的方法和处理流程。通过工程案例实际应用以及对检测结果的综合分析，证明了移动三维激光扫描技术在盾构管片椭圆度检测中的优势。     

Numerical modeling of three‐phase dissolution of underground cavities using a diffuse interface model

Natural evaporite dissolution in the subsurface can lead to cavities having critical dimensions in the sense of mechanical stability. Geomechanical effects may be significant for people and infrastructures because the underground dissolution may lead to subsidence or collapse (sinkholes). The knowledge of the cavity evolution in space and time is thus crucial in many cases. In this paper, we describe the use of a local nonequilibrium diffuse interface model for solving dissolution problems involving multimoving interfaces within three phases, that is, solid–liquid–gas as found in superficial aquifers and karsts. This paper generalizes developments achieved in the fluid–solid case, that is, the saturated case [1]. On one hand, a local nonequilibrium dissolution porous medium theory allows to describe the solid–liquid interface as a diffuse layer characterized by the evolution of a phase indicator (e.g., porosity). On the other hand, the liquid–gas interface evolution is computed using a classical porous medium two‐phase flow model involving a phase saturation, that is, generalized Darcy's laws. Such a diffuse interface model formulation is suitable for the implementation of a finite element or finite volume numerical model on a fixed grid without an explicit treatment of the interface movement. A numerical model has been implemented using a finite volume formulation with adaptive meshing (e.g., adaptive mesh refinement), which improves significantly the computational efficiency and accuracy because fine gridding may be attached to the dissolution front. Finally, some examples of three‐phase dissolution problems including density effects are also provided to illustrate the interest of the proposed theoretical and numerical framework. Copyright © 2014 John Wiley & Sons, Ltd.     

泛长三角区域入境游客空间格局与意象研究

城市是游客活动的重要空间载体,把握游客在城市间流动特征是探究区域城市旅游联系、明确旅游影响区域发展的作用机制与优化未来城市旅游发展布局及策略的前提和基础。本研究借助聚类法、挖掘算法与网络分析法,以地理标记照片为研究对象,对泛长三角区域52个地级城市入境游客空间特征从分布、类型、流动、意象等视角进行分析。结果显示：依据入境游客聚集程度泛长三角区域可被划分为入境旅游核心区、次核心区与边缘区,其中,核心区与区域经济中心高度吻合,次核心区旅游资源特色突出,边缘区旅游发展潜力较高。同时,入境游客流动网络密度由中部核心区向外部边缘区逐渐降低,形成一个包含四等级的网络层级结构。且各省市区域内部入境游客分布与流动也呈现差异化特征,并与各地资源禀赋、经济水平、交通条件和服务接待水平等因素密切相关。最后,入境游客意象分析也在一定程度印证出目的地最本质的地方性特征对入境游客空间分布和流动特征的影响及作用。