机载GPS精密单点定位性能分析

利用地面多基站RTK测量结果和精密单点定位（PPP）测量结果,分析了机载条件下PPP定位、测速性能指标.实验结果表明：机载GPS精密单点定位绝对定位精度在位置、速度上可分别达到0.182 3m和0.024 6m/s,相对定位精度在位置、速度上可分别达到0.1450m和0.024 9m/s.     

Geometry and accuracy of reflecting points in bistatic satellite altimetry

The analysis of the time and space distribution of specular (reflecting) points in bistatic altimetry between GPS and CHAMP satellites or SAC-C (taken as examples) is extended from Wagner and Klokočník (2003 J. Geod 77: 128–138). We demonstrate a significantly higher number and density of reflecting points in bistatic altimetry in comparison with traditional monostatic altimetry. After an outline of our older accuracy assessment for the vertical position of the reflecting point, we add a new independent derivation and compare both approaches. We account for orbit errors of both the transmitters (GPS) and receiver (CHAMP) satellites, and the measurement (delay) error. We found that the accuracy of the vertical position of the reflecting point decreases only slowly with increasing off-nadir angle and that the orbit errors must be accounted for if decimeter and better accuracy is required. In this paper, we do not study errors such as state of the ocean, technical parameters of the receiving system, and atmospheric corrections.     

利用精密星历进行单点定位的数学模型和初步分析

精密单点定位(Precise Point Positioning,简称PPP),是相对于一般的单点定位而言的,它是利用GPS的精密星历和钟差文件,以载波相位和伪距为观测资料,进行独立的单点精密定位.它的特点在于各站的解算相互独立,计算量远远小于一般的相对定位.尝试以伪距为观测值,利用JPL给出的精密星历(*.sp3)和钟差(*.clk),进行精密单点定位的试验,取得了初步的结果.     

Spatio-temporal GIS和GPS优化集成在城市交通管制中的应用研究

本文基于城市交通日益恶化现状和3S集成的迅速发展,表述了Spatio-temporal GIS的定义、时空路径、人类活动的四种时空关系及其坐标系统模型的建立;并根据GPS空间定位、空间导航的原理和模型,将Spatio-temporal GIS和GPS的功能优化集成,阐述了其对城市交通信息的收集、分析、显示等功能;最后论述了Spatio-temporal GIS和GPS的集成对城市交通预警、报警、协调等管制作用。     

基于GPS数据的CHAMP卫星简化动力法轨道确定

利用CHAMP卫星星载GPS实测数据,通过非差简化动力学定轨的方法,计算了CHAMP卫星2008年3月3日～10日的轨道,并以GFZ的快速轨道作为参考标准,评价了本文简化动力法轨道精度.结果表明,CHAMP卫星非差简化动力学轨道1D位置精度可达到7cm,1D的速度精度可达到0.1mm/s.     

广域差分GPS系统PNP-20的接收机及配套软件的研制与应用

论述了局域差分GPS技术受到的限制和广域差分GPS的原理及技术特点,介绍了PNP20广域差分系统 工作原理,并详细叙述其主要的软、硬件的特点和各种功能,分析了该系统的各种检测数据,最后对这套系统的 应用前景和主要优、缺点进行了评述。     

Accurate GPS measurement of the location and orientation of a floating platform

Abstract

This article describes the design and initial tests of the GPS portion of a system for making seafloor geodesy measurements. In the planned system, GPS antennas on a floating platform will be used to measure the location of an acoustic transducer, attached below the platform, which interrogates an array of transponders on the seafloor. Since the GPS antennas are necessarily some distance above the transducer, a short‐baseline GPS interferometer consisting of three antennas is used to measure the platform's orientation.

A preliminary test of several crucial elements of the system was performed at the Scripps Institution of Oceanography (SIO) in December 1989. The test involved a fixed antenna on the pier and a second antenna floating on a buoy about 80 m away. GPS measurements of the vertical component of this baseline, analyzed independently by two groups using different software, agree with each other and with an independent measurement within a centimeter.

The first test of an integrated GPS/acoustic system took place in the Santa Cruz Basin off the coast of southern California in May 1990. In this test a much larger buoy, designed and built at SIO, was equipped with three GPS antennas and an acoustic transducer that interrogated a transponder on the ocean floor. Preliminary analysis indicates that the horizontal position of the transponder can be determined with a precision of about a centimeter. Further analysis will be required to investigate the magnitude of systematic errors.     

Validation of MODIS integrated water vapor product against reference GPS data at the Iberian Peninsula

In this work, the water vapor product from MODIS (MODerate-resolution Imaging Spectroradiometer) instrument, on-board Aqua and Terra satellites, is compared against GPS water vapor data from 21 stations in the Iberian Peninsula as reference. GPS water vapor data is obtained from ground-based receiver stations which measure the delay caused by water vapor in the GPS microwave signals. The study period extends from 2007 until 2012. Regression analysis in every GPS station show that MODIS overestimates low integrated water vapor (IWV) data and tends to underestimate high IWV data. R² shows a fair agreement, between 0.38 and 0.71. Inter-quartile range (IQR) in every station is around 30–45%. The dependence on several parameters was also analyzed. IWV dependence showed that low IWV are highly overestimated by MODIS, with high IQR (low precision), sharply decreasing as IWV increases. Regarding dependence on solar zenith angle (SZA), performance of MODIS IWV data decreases between 50° and 90°, while night-time MODIS data (infrared) are quite stable. The seasonal cycles of IWV and SZA cause a seasonal dependence on MODIS performance. In summer and winter, MODIS IWV tends to overestimate the reference IWV value, while in spring and autumn the tendency is to underestimate. Low IWV from coastal stations is highly overestimated (∼60%) and quite imprecise (IQR around 60%). On the contrary, high IWV data show very little dependence along seasons. Cloud-fraction (CF) dependence was also studied, showing that clouds display a negligible impact on IWV over/underestimation. However, IQR increases with CF, except in night-time satellite values, which are quite stable.     

基于MapX的车辆管理系统的开发与研究

根据某省交通部门对车辆查询和管理服务的实际需求,在GIS与GPS的理论基础上,采用具有强大地图分析功能的MapX和组件技术建立了一个Client／Server模式的GIS与GPS技术相结合的车辆管理系统。简要介绍了该系统的功能和体系结构,并详细讨论了系统实现的关键技术和方法,文章最后对未来的发展趋势进行了分析展望。     

新型GPS控制网布设及应用

设计出一种新型GPS控制网,通过与其他类型控制网进行比较分析,获得该新型GPS网的一些特点,并将该新型GPS控制网应用于工程实际中,实践表明:该新型GPS网,无论平面精度还是高程精度都高于设计精度,能够满足多种工程测量需要,值得借鉴。