IMU/DGPS辅助空三下几种布点方案的精度比较

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。     

用户行为感知辅助的室内行人定位

目的 提出了一种用户行为感知辅助的室内行人定位方法。该方法采用行为感知技术,通过智能手机内置的传感器获取行人经过室内特殊位置(如电梯、转角等)的连续多个位置相关的行为状态,结合室内路网的拓扑结构,将行人的位置匹配到相应的特殊位置,以消除行人航位推算(PDR)的累积误差,同时可以在起始点未知的情况下实现行人的自主定位。试验验证了该方法的有效性。     

坐标法测设空间曲线的研究

结合山西西龙池抽水蓄能电站引水系统空间弯管中心轴线测设实例,对空间曲线的测设放样进行相关探讨,可采用CAD三维建模、空间坐标系统转换以及空间解析法获取空间曲线的精确三维坐标,对比实测坐标对空间曲线进行精确定位.     

天球有效大气角动量中的周年和半年项估计

为了讨论大气对非刚体地球章动周年和半年项的贡献,本文将大气有效角动量(1980.0～1998.33)从地面参考系转换至空间参考系得到大气的天球有效角动量CEAM,低通滤波后用最小二乘方法拟合得到顺、逆向周年和半年项的振幅估计。     

垂线偏差时间变化的精度估计

对于利用Vening-Meinesz微分公式计算垂线偏差随时间变化的测定精度进行了初步估计。通过对地形改正项的影响、代表误差的影响、远区域重力异常的影响等3种主要误差的分析和实际估计，论证了它们对计算结果的综合影响不超过0.01″，比铅垂线的时间变化0.1″要高一个量级。因此认为重力方法在实践中是可行的。     

Assessment of PPP integer ambiguity resolution using GPS,GLONASS and BeiDou (IGSO,MEO) constellations

Although integer ambiguity resolution (IAR) can improve positioning accuracy considerably and shorten the convergence time of precise point positioning (PPP), it requires an initialization time of over 30 min. With the full operation of GLONASS globally and BDS in the Asia–Pacific region, it is necessary to assess the PPP–IAR performance by simultaneous fixing of GPS, GLONASS, and BDS ambiguities. This study proposed a GPS + GLONASS + BDS combined PPP–IAR strategy and processed PPP–IAR kinematically and statically using one week of data collected at 20 static stations. The undifferenced wide- and narrow-lane fractional cycle biases for GPS, GLONASS, and BDS were estimated using a regional network, and undifferenced PPP ambiguity resolution was performed to assess the contribution of multi-GNSSs. Generally, over 99% of a posteriori residuals of wide-lane ambiguities were within ±0.25 cycles for both GPS and BDS, while the value was 91.5% for GLONASS. Over 96% of narrow-lane residuals were within ±0.15 cycles for GPS, GLONASS, and BDS. For kinematic PPP with a 10-min observation time, only 16.2% of all cases could be fixed with GPS alone. However, adding GLONASS improved the percentage considerably to 75.9%, and it reached 90.0% when using GPS + GLONASS + BDS. Not all epochs could be fixed with a correct set of ambiguities; therefore, we defined the ratio of the number of epochs with correctly fixed ambiguities to the number of all fixed epochs as the correct fixing rate (CFR). Because partial ambiguity fixing was used, when more than five ambiguities were fixed correctly, we considered the epoch correctly fixed. For the small ratio criteria of 2.0, the CFR improved considerably from 51.7% for GPS alone, to 98.3% when using GPS + GLONASS + BDS combined solutions.     

全站仪交汇法在高速公路路面沉降监测中的应用

文章介绍了全站仪交会法沉降监测,方便简洁地解决了测量人员不能进入的高速公路等特殊位置的测量问题,并通过对该方法的精度分析,论证了其可行性和有效性,对以后类似的测量工作提供经验和依据。     

误差熵的估计问题研究

指出了具有复杂分布的随机量的总体熵的估计问题,首次给出了估计熵的最小截断误差限。推导了样本熵的近似估计公式,引入最优窗宽、全局最优窗宽的算法,首次解决了样本熵的估计值不惟一的问题。     

基于手持GPS洞庭湖区植被景观格局外业调绘研究

本文以1：50000的地形图为工作底图，采用手持GPS技术、利用实地调查与分解森林资源分布图相结合的方法，对洞庭湖区植被分布状况进行了外业调绘的研究。建立了外业调绘过程中植被群落斑块最小面积和边界的确定原则及其斑块类型与编码。探讨了手持GPS实现WGS-84坐标系向1954北京坐标系的转化方法。并进行了精度估算，其点位误差≤5．8m，完全可以满足洞庭湖区植被分布外业调绘的精度要求。运用该方法进行植被分布的外业调绘，可以解决运用传统的定位测量方法在湖区定位难的问题，提高了外业作业效率。     

地理信息服务的思考与探究

从地理信息服务的内涵、发展和社会需求等几个方面对地理信息服务进行综合分析,从而提出了加强地理信息服务的几点建议.