北京近年地面沉降监测研究     

刘严萍  张飞涟  王勇  胡乐银 《测绘科学》2014,39(10)

北京地面沉降较为严重,对地面沉降进行科学及时的监测非常重要.本文利用北京市2006年～2012年第101日～110日的14个GPS站点观测资料,借助GAMIT/GLOBK高精度GPS处理软件,解算得到各个GPS站点的垂向分量.在此基础上分析2006年～2012年期间的北京地面沉降变化特征,并结合2006年～2011年北京水资源公报,对地面沉降与地下水情况进行了分析讨论.总体而言,北京市2006年～2012年期间各GPS站点地面沉降变化趋势与所在行政区地下水埋深变化基本一致.  相似文献   

GPS/BDS组合系统伪距单点定位模型精度分析     

邹波  李晓莉  陶庭叶  高飞 《测绘科学》2014,39(10)

合理确定观测值权阵对于应用GPS/BDS组合系统提高单点定位的精度和稳定性十分重要.文章对GPS/BDS常用的几种定权模型等权模型、高度角随机模型、基于Helmert验后方差估计模型、顾及PDOP值的定权模型等进行了实验与分析.结果表明:基于Helmert的定权方法精度最高,进一步对其观测值的分类根据高度角进行改进并利用PDOP值的选星思想后,模型精度再次提高.研究结果可以为提高GPS/BDS组合系统伪距单点定位的精度提供参考.  相似文献   

“智慧利民”数字开发区建设及实际应用     

丁思磊  陈云 《测绘与空间地理信息》2014,(10):156-157

＂数字开发区＂的理念就是把开发区作为一个生态系统,其中的居民、交通、能源、商业、通信、水资源等构成一个整体,各部分相互联系、彼此影响。本文简要介绍了＂智慧利民＂数字开发区建设及实际应用情况。  相似文献   

IMU/DGPS辅助空三下几种布点方案的精度比较     

荣幸 《测绘与空间地理信息》2014,(5):198-199

主要介绍了在IMU/DGPS辅助空三的情况下,通过对不同的布点方案进行空三加密,对这些空三成果进行精度比较与分析,分析POS辅助空三在无地面控制点或少量的地面控制点的情况下能获得怎样的精度,能满足多大比例尺的成图要求。  相似文献   

基于RIA和SOA的分布式WebGIS研究     

刘磊  韩立钦 《测绘标准化》2014,(3):21-24

基于当前流行的RIA平台和SOA体系,以分布式WebGIS为研究对象,探讨RIA/Services架构的分布式WebGIS开发方式,并以Silverlight和ArcGIS Server为平台阐述实践方案,开发的实验系统提高了WebGIS的表现力与交互性,同时降低了开发的复杂性、缩短了产品生产周期,具有一定的理论和现实意义。  相似文献   

p-mode Oscillations of α Cen A     

A. Thoul  R. Scuflaire  B. Vatovez  A. Noels  P. Magain  M. Briquet  M.-A. Dupret 《Astrophysics and Space Science》2003,284(1):241-244

Models of Cen A & B have been computed using the masses determinedby Pourbaix et al. (2002) and the data derived from the spectroscopicanalysis of Neuforge and Magain (1997). The seismological dataobtained by Bouchy and Carrier (2001, 2002) do help improveour knowledge of the evolutionary status of the system. All the constraintsare satisfied with a model which gives an age of about 6 Gyr for the binary.  相似文献   

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王新胜  方剑 《大地测量与地球动力学》2014,34(2):10-13

???????й???????????????????????????Ч???????????????????????????????????????????′?????????????Ч??????????????????????????????????????ξ????????????????????????????????????????ε??????????????????????????????ò?????????????????????????????????????????????????????Ч?????????????????ε????????????????  相似文献   

Hydromechanical behavior of Tournemire argillites: Measurement of the poroelastic parameters and estimation of the intrinsic permeability by œdometric tests     

A. Noiret  R. Giot  E. Bemer  A. Giraud  F. Homand 《国际地质力学数值与分析法杂志》2011,35(4):496-518

Knowledge of shale poromechanical behavior is proven to be essential for various environmental issues such as deep geological storage of CO₂, high level radioactive waste storage, oil field abandonment and so forth… This paper sets out the key points of shale experimental characterization within the framework of Biot's mechanics of fluid saturated porous solids. Shales are well known to present a more or less transverse isotropy. This paper describes a full methodology for ?dometric tests on such sensitive and weakly permeable material. To illustrate this methodology, measurements carried out on Tournemire argillite are proposed. A transverse isotropic poroelastic model is also used to give a more in depth understanding of the hydromechanical coupling. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

磷灰石U-Th/He法-&mdash|一种低温热年代计     

《地震地质》2000,22(4):427

回顾了U Th/He测年方法的发展过程 ,简要介绍了该方法测年的原理、分析流程和长α -粒子停止距离校正。然后介绍了近年来在磷灰石He扩散性研究及数值模拟方面取得的一些成果和磷灰石U Th/He热年代计在研究古地貌、岩体构造抬升、盆地热历史演化方面的应用。最后分析了U Th/He测年方法的优、缺点 ,说明这一方法既存在广阔的应用前景 ,又有待于进一步完善、提高  相似文献   

A two‐dimensional model of hydraulic performance of stormwater infiltration systems     

D. Browne  A. Deletic  G. M. Mudd  T. D. Fletcher 《水文研究》2013,27(19):2785-2799

Stormwater infiltration systems are a popular method for urban stormwater control. They are often designed using an assumption of one‐dimensional saturated outflow, although this is not very accurate for many typical designs where two‐dimensional (2D) flows into unsaturated soils occur. Available 2D variably saturated flow models are not commonly used for design because of their complexity and difficulties with the required boundary conditions. A purpose‐built stormwater infiltration system model was thus developed for the simulation of 2D flow from a porous storage. The model combines a soil moisture–based model for unsaturated soils with a ponded storage model and uses a wetting front‐tracking approach for saturated flows. The model represents the main physical processes while minimizing input data requirements. The model was calibrated and validated using data from laboratory 2D stormwater infiltration trench experiments. Calibrations were undertaken using five different combinations of calibration data to examine calibration data requirements. It was found that storage water levels could be satisfactorily predicted using parameters calibrated with either data from laboratory soils tests or observed water level data, whereas the prediction of soil moistures was improved through the addition of observed soil moisture data to the calibration data set. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献