台风水汽稳定同位素组成与天气过程的关系——以2015 年13 号台风“苏迪罗”为例

基于台风“苏迪罗”（1513）影响前后南京实时高频监测的水汽稳定同位素数据,并结合再分析资料、HYSPLIT后向轨迹模型分析了大气水汽δ¹⁸O与天气过程之间的关系以及大气水汽过量氘所指示的水汽来源。结果表明,1）整个台风影响过程水汽δ¹⁸O先保持基本不变后一直下降的趋势,而水汽过量氘则呈现完全相反的变化趋势。2）根据台风“苏迪罗”影响前后南京水汽δ¹⁸O变化特征,将其划分为3个阶段：Ⅰ阶段水汽δ¹⁸O较高与南京地区较为稳定的大气条件相对应,水汽过量氘值较低指示南京地区主要受海洋水汽影响;Ⅱ阶段台风环流及其残压和北方南下冷空气相互作用造成南京地区强降水,水汽凝结和降雨蒸发的共同作用导致水汽δ¹⁸O不断贫化,较高的水汽过量氘表明南京地区主要受海洋和局地混合水汽的影响;Ⅲ阶段可能是中尺度下沉气流导致南京地区极端偏负的δ¹⁸O和高水汽过量氘。     

黔西北一次暴雨过程的中尺度特征分析

利用常规气象资料、地面加密资料、物理量场以及卫星云图等资料,对2014年6月2-3日毕节市东南部暴雨天气过程进行分析.结果表明:①强降水与地面中尺度风速辐合有非常好的对应关系,强降水中心主要出现在地面中尺度风速辐合线附近,降水随地面中尺度风速辐合线北侧的偏北气流增强而加大.②假相当位温、比湿以及水汽通量散度的分布与对流系统的发生、发展有很好的一致性.③此次强降水不是云顶温度最低的地方,而是在地面中尺度风速辐合最明显、水汽输送最强的地方.     

采用GPS精密单点定位技术实时确定舰船位置与姿态

文章采用静态模拟动态的手段,研究基于精密单点定位技术实时确定海上舰船位置和姿态的方法,并分析实时精密单点定位技术的定位定姿精度.研究表明:用精密单点定位技术进行实时动态定位,一般可获得2cm的平面定位精度和4cm左右的高程精度;在动态精密单点定位技术的定位精度一定的情况下,航向角的精度高于横滚角和俯仰角;真实动态观测值的随机误差比静态模拟的大,定位和定姿精度可能会有所降低.     

常州市国土资源三级动态综合巡查系统设计与实现

本文结合常州市国土资源三级动态综合巡查系统的建设实践,对传统国土资源执法巡查工作由于欠缺技术手段造成的弊端进行了分析,依托3S技术、3G技术、空间数据库技术、嵌入式开发技术等现代技术,探讨和梳理了内业、外业一体化的巡查工作业务流程,设计和实践了乡、县、市三级国土资源管理部门上下联动的巡查业务新模型。     

The surface photometry of NGC 3379

Surface photometry is carried out for the photometric standard galaxy NGC 3379 on the basis of two plates in the blue band taken with the Bejing Schmidt telescope. The results, including luminosity profiles, photometric parameters, integrated luminosity distribution, ellipticity and position angle variation, are presented in various forms of figures and tables. Especially our geometric profiles, i.e., ellipticity and position angle variations reach up to 5, much fainter region than that any previous study did. The accuracy of the present data is checked by comparing them with the surface photometry in the literature. We find the zero-point 0.12 mag brighter than the calibration of de Vaucouleurs and Capaccioli (1979), which agrees with the values 0.10–0.15 mag difference claimed by recent observations. The systematic differences is found to be less than 0.1 mag.     

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Two methods for pore network of porous media

Two approaches of generating pore networks of porous media are presented to capture the pore fabric. The first methodology extracted pore structure from a computer simulated packing of spheres. The modified Delaunay tessellation was used to describe the porous media, and modified Nelder–Mead method in conjunction with three pore‐merging algorithms was used to generate the pore size and coordination number distributions of the randomly packed spheres. The Biconical Abscissa Asymmetric CONcentric bond was used to describe the connection between two adjacent voids. This algorithm was validated by predicting pore structure of a cubic array of spheres of equal radius with known pore sizes, throat sizes and coordination number distributions. The predicted distributions of pore structure agreed well with the measured. Then, the algorithm was used to predict pore structure and permeability of randomly packed spherical particles, and predicted permeability values were compared with published experimental data. The results showed that the predicted permeability values were in good agreement with those measured, confirming the proposed algorithm can capture the main flow paths of packed beds. The second methodology generated an equivalent pore network of porous media, of which the centers of voids were located in a regular lattice with constant pore center distance. However, this network allowed for matching both main geometrical and topological characteristics of the porous media. A comparison of the two approaches suggested that the second approach can also be used as a predictive tool to quantitatively study the microscopic properties of flow through porous media. Copyright © 2012 John Wiley & Sons, Ltd.     

Rocking vibrations of a rigid embedded foundation in a poroelastic half‐space

This paper presents an analysis of the rocking vibrations of a rigid cylindrical foundation embedded in poroelastic soil. The foundation is subjected to time‐harmonic rocking excitation and is perfectly bonded to the surrounding soil. The soil underlying the foundation base is represented by a homogeneous poroelastic half‐space, whereas the soil along the side of the foundation is modeled as an independent poroelastic stratum composed of a series of infinitesimally thin layers. The behavior of the soil is governed by Biot's poroelastodynamic theory. The contact surface between the foundation base and the poroelastic soil is assumed to be smooth and either fully permeable or impermeable. The dynamic interaction problem is solved by employing a simplified analytical method. Some numerical results for the nondimensional rocking dynamic impedance and nondimensional angular displacement amplitude of the foundation are presented to show the effect of nondimensional frequency of excitation, poroelastic material parameters, hydraulic boundary condition, depth ratio and mass ratio of the foundation. Copyright © 2009 John Wiley & Sons, Ltd.     

用向量作图法解等角应变花

本文提出用向量作图法解等角应变花的问题,这是一种比较完整的图解法,只需利用比例尺、三角板和量角器,就可用作图法简捷地得到所求的结果。本文还举了两个数值例题,与数解法作了比较,说明图解法的精确性相当好。