WGS-84&CGCS2000坐标基准转换参数的初步求取

针对WGS-84CGCS2000坐标基准差异问题,分析了用于估计基准转换参数的Bursa模型及其求解方法,初步尝试求取WGS-84CGCS2000的坐标基准转换参数。算例采用了中国区域内含有CGCS2000坐标值,同时安装有GPS接收机的21个观测站,并针对点位的区域分布问题,提出利用重心化的Bursa模型求解转换参数的思路,且得到一组较好的转换结果。     

利用资源三号影像动态监测矿区环境复绿研究

选择以原地形依台阶式开采方式为主的稀土矿区为研究对象,利用国产资源三号卫星影像为主要的数据源,动态监测矿区环境复绿变化情况.首先,采用同名点自动匹配纠正影像后进行融合处理,再利用正射影像纠正技术校正融合后的影像数据;其次,采用绿色波段占0.7,近红外波段占0.3的比例合成新的绿色波段,再将新合成的绿色波段与正射纠正的影像进行波段重组处理;最后,采用面向对象的方法提取各个影像的绿地信息,精度验证通过后,将提取成果进行叠加分析,统计变化情况.研究成果表明,矿区2014年复绿成效比2013年明显,矿区复绿面积占56.35％,恢复植被任务仍需继续完成.     

Two-step method for the determination of the differential code biases of COMPASS satellites

The differential code bias (DCB) in satellites of the Global Navigation Satellite Systems (GNSS) should be precisely corrected when designing certain applications, such as ionospheric remote sensing, precise point positioning, and time transfer. In the case of COMPASS system, the data used for estimating DCB are currently only available from a very limited number of global monitoring stations. However, the current GPS/GLONASS satellite DCB estimation methods generally require a large amount of geographically well-distributed data for modeling the global ionospheric vertical total electron content (TEC) and are not particularly suitable for current COMPASS use. Moreover, some satellites with unstable DCB (i.e., relatively large scatter) may affect other satellite DCB estimates through the zero-mean reference that is currently imposed on all satellites. In order to overcome the inadequacy of data sources and to reduce the impact of unstable DCB, a new approach, designated IGGDCB, is developed for COMPASS satellite DCB determination. IGG stands for the Institute of Geodesy and Geophysics, which is located in Wuhan, China. In IGGDCB, the ionospheric vertical TEC of each individual station is independently modeled by a generalized triangular series function, and the satellite DCB reference is selected using an iterative DCB elimination process. By comparing GPS satellite DCB estimates calculated by the IGGDCB approach based on only a handful (e.g., seven) of tracking stations against that calculated by the currently existing methods based on hundreds of tracking stations, we are able to demonstrate that the accuracies of the IGGDCB-based DCB estimates perform at the level of about 0.13 and 0.10?ns during periods of high (2001) and low (2009) solar activity, respectively. The iterative method for DCB reference selection is verified by statistical tests that take into account the day-to-day scatter and the duration that the satellites have spent in orbit. The results show that the impact of satellites with unstable DCB can be considerably reduced using the IGGDCB method. It is also confirmed that IGGDCB is not only specifically valid for COMPASS but also for all other GNSS.     

工程常用坐标转换方法研究与分析

介绍了工程中常用的几种坐标转换方法,并开发程序对各种方法进行了试验分析,针对不同情况下的坐标转换问题,提出了一些解决方案。     

GPS高程在隧道高程控制中的应用研究

在野外水准控制点遭到破坏,缺乏足够高程数据的情况下进行高程控制测量,可以先布设GPS控制网,GPS控制点应包括稳定的可用高程控制点。然后以一个高程控制点为起算点,实施三角高程闭合水准导线测量,水准路线包含所有的GPS控制点。在小区域范围内,假设该区域高程异常值为常数;从而可以在实施三角高程测量外业时使用高精度的WGS84大地高数据对测量数据进行实时的检核。实践表明:该方法测量精度高且工作效率令人满意,完全能满足山区的工程测量需要。     

海岛礁及周边复杂环境动态三维建模

对海岛礁及周边包括海浪、潮汐、潮流、温度等在内的复杂环境要素及其特点进行了分析。针对海洋复杂要素的特点,提出了适用于海洋高动态的面向可细分对象的时空数据模型,能够有效地对高动态及交互性较强的对象进行建模。以舟山群岛附近海域为例,对海岛礁及周边复杂环境进行了动态三维建模,并在Geoglobe等平台上进行了验证。实验表明,该模型对海岛礁及周边复杂环境建模有较好的实用性。     

国土资源部门户网站信息资源整合体系研究

国土资源部门户网站是国土资源信息化建设的重要内容之一,历经10余年的发展建设,在服务国土资源管理决策和信息社会化需求方面发挥了较为重要的作用。本文围绕国土资源部门户网站信息资源整合建设实践,系统地阐述了网站的整合目标、原则、分类体系,着重介绍了系统架构、实现方法与建设成果。     

基于全站仪观测数据的三维平差模型及数据处理

建立基于全站仪多维观测数据的三维网平差模型,用VisualBasic语言编制计算程序,使其自动完成控制网的平差,解决实际应用中全站仪采集数据和成果处理中存在的问题,指导测绘生产,使全站仪更方便地用于地形控制测量、工程控制测量等测绘工程中。     

局部最优估计的参数求解方法

结合了飞行器轨道拟合的实际问题,介绍了在约束条件下基于局部最优估计的参数求解,阐述了其经验和方法。     

对地铁结构监测基准点稳定性的研究

本文在研究大量变形监测技术与监测成果的基础上,注意到基准点的稳定性,它直接影响到监测成果的可靠性和客观性,尤其当基准点的稳定性超过两倍测量中误差时,监测成果不仅不能客观反映变形体的变形量,甚至出现较大偏差或错误,从而导致人们对变形体的变形趋势和安全性分析失准。因此,本文对监测基准点稳定性进行深入研究,并通过应用实例提出监测基准点的布设方法和稳定性分析方法。