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1.
Multipath, a highly autocorrelated signal is observable phenomena during time periods longer than the sidereal period of Global Positioning System (GPS) satellites in their constellations. Multipath pattern and sidereal repeat time interaction are examined in terms of time series correlations of topocentric coordinates using GPS code and phase observations collected at high and low frequencies. The horizontal and vertical components at 5 and 30 s sampling rates are analyzed to detect and remove multipath classified by their M P 1 levels and baseline lengths. For the selected 11 stations that have 24-hour data from CORS stations in the USA and Turkey, the repeat times of the GPS constellation were identified as a function of maximum cross-correlation of adjacent time series. The multipath interference signal from two-day time series data is removed by an adaptive filter to improve time series of coordinate estimates. After the filtering process, an effective epoch based position tracking has been accomplished, especially in the height component. The position errors disappeared to maximum possible extent in the pseudo-range measurements. Up to 70% improvement for the phase derived coordinates in reflective environment has been achieved over the baselines ranging from 1 km to 175 km. For the phase observables, the filter success directly related to the multipath level which is specific to the station. 相似文献
2.
中国大陆现今构造变形GPS观测数据与速度场 总被引：64，自引：6，他引：58
利用 1991— 1999年间 36 2个全球定位系统 (GPS)测站的观测资料 ,初步获得了中国大陆及周边地区现今地壳水平运动的统一速度场。该速度场主要涵盖青藏高原 ,天山 ,塔里木、川滇 ,河西走廊 ,福建东南沿海等重要构造活动区 ,测定精度总体优于 2～ 3mm/a ,速度场站点的分布和测定精度基本上满足中国大陆现今构造变形和动力学研究的需求。现代大地测量第一次比较全面、定量地展示出中国大陆在周边板块作用下大幅度构造变形的图像 ,为模拟大陆岩石圈动力过程提供了基础性的运动学约束条件。 相似文献
3.
全球定位系统（GPS）以其全天候、操作简便、高精度等特点在环境监测与保护、地质、测绘等领域得到了广泛应用。各地质及测绘单位一般拥有多种型号的GPS接收机,但由于观测数据格式不统一而不能联合作业,而RINEX格式是GPS数据一种常用的标准数据格式,通用性强,利于多种型号的GPS接收机联合作、肛,绝大多数商用软件都能处理。本文根据实践,总结了不同类型GPS接收机联合作业数据处理的关键技术,并用试验证明,对生产实践有一定的借鉴意义。 相似文献
4.
With the successful launch of the sixteen MEO satellites of the Beidou-3 global satellite navigation system and the broadcast of new signals, Beidou has officially entered the global construction stage while the international GNSS Monitoring and Assessment System (iGMAS) is also performing systematic testing and evaluation on various aspects of operational performance from satellite end to ground receiving end of Beidou-3 system. This paper analyzed and evaluated the observation quality of new signals B1C and B2a broadcasted by the twelve new Beidou-3 MEO satellites on the observation data integrity rate, multipath error, pseudorange noise and Carrier-to-Noise Ratio (CNR) compared with GPS and GALILEO. The results show that the observation data integrity rate of B1C signal is better than that of B2a signal in the Beidou-3 system. In the aspects of multipath error, pseudorange noise and CNR, B2a signal is better than that of B1C. The performances of the twelve MEO satellites of Beidou-3 are equivalent, that is, for Beidou-3, the consistency of satellites can be guaranteed. In terms of pseudo-range noise, Beidou-3 is slightly worse than GPS and GALILEO While the observation data integrity rate, multipath error and CNR of Beidou-3 are equivalent to those of GPS and GALILEO. 相似文献
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6.
A stable reference frame for landslide monitoring using GPS in the Puerto Rico and Virgin Islands region 总被引：1，自引：0，他引：1
Global Positioning System (GPS) technologies have been frequently applied for the purpose of landslide monitoring. A local stable reference frame is essential for precisely interpreting landslide movements derived from GPS observations. In this study, we define a stable reference frame using over 5 years of continuous GPS data collected from eight permanent GPS stations in the Puerto Rico and Virgin Islands (PRVI) region. The realization of the Stable Puerto Rico and Virgin Islands Reference Frame (SPRVIRF) is defined in terms of a 14-parameter Helmert transformation from the International Global Navigation Satellite System (GNSS) Service Reference Frame of 2008 (IGS08). SPRVIRF is aligned with the IGS08 at epoch 2013.0. The GIPSY/OASIS (V6.2) software package, which employs the precise point positioning (PPP) with single receiver phase ambiguity resolution, was used to calculate position coordinates within IGS08. Through the combined use of the PPP post-processing method and SPRVIRF, it is practical and easy to conduct millimeter accuracy landslide monitoring by a single technician with a single GPS unit. SPRVIRF provides a precise common reference frame in the PRVI region that can be used for a broad range of research applications, such as delineating long-term landslide creeping, studying ground deformation associated with subsidence, fault creep, hydrologic loading and microplate motions, and monitoring long-term deformation of critical structures, such as dams, high-rise buildings, and long-span bridges. 相似文献
7.
传统光学仪器测量需要测量点之间通视，数据需要手工记录和进行繁琐的后处理。RTK技术将GPS接收机、现场手持计算机和无线电数据链相结合，实时提供cm级测量精度，可大大提高工作效率，减轻劳动强度。它由基准站、流动站和数据处理系统组成。在基准站安置GPS接收机，对GPS卫星进行连续观测，将观测数据通过无线电传输设备实时地发送给用户观测站。GPS接收机在接收卫星信号的同时接收基准站传输的观测数据，实时地计算并显示用户站的三维坐标及其精度。RTK技术可以替代常规测量为地质勘查工作快速提供可靠、高精度的测量成果。 相似文献
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9.
GPS广播星历轨道误差试验研究 总被引：1，自引：0，他引：1
介绍了如何利用广播星历中的开普勒轨道参数和轨道摄动修正量计算GPS卫星轨道坐标的方法和步骤。编写了根据广播星历计算GPS卫星轨道坐标软件，并根据实际广播星历数据计算了GPS卫星轨道坐标，然后与同一历元的IGS精密星历所提供的每15min GPS卫星的坐标进行了比较，探讨其轨道误差，并得出了一些值得借鉴的结论。 相似文献
10.
N.A. Renzetti 《Tectonophysics》1986,130(1-4):61-76
Low cost, portable receivers using signals from satellites of the Global Positioning System (GPS) will enable precision geodetic observations to be made on a large scale. A number of important geophysical questions relating to plate-motion kinematics and dynamics can be addressed with this measurement capability. We describe a plan to design and validate a GPS-based geodetic system, and to demonstrate its capability in California, Mexico and the Caribbean region. The Caribbean program is a prototype for a number of regional geodetic networks to be globally distributed.
In 1985, efforts will be concentrated on understanding and minimizing error sources. Two dominant sources of error are uncertainties in the orbit ephemeris of the GPS satellites, and uncertainties in the correction for signal delay due to variable tropospheric water vapor. Orbit ephemeris uncertainties can be minimized by performing simultaneous satellite observations with GPS receivers at known (fiducial) points. Water vapor corrections can be made by performing simultaneous line-of-sight measurements of integrated water vapor content with ground-based water vapor radiometers. Specific experiments to validate both concepts are outlined.
Caribbean measurements will begin in late 1985 or early 1986. Key areas of measurement are the northern strike-slip boundary, and the western convergent boundary. Specific measurement plans in both regions are described. 相似文献
11.
白浩铁路一期工程线路自桑锡线的白音库伦车站引出,直至门迪诺尔,全线长约52.253km。根据野外施工条件采用GPS定位技术进行E级网平面控制测量,高程控制采用几何水准方法,在施测时加测一个临时点以增加图形强度。测量施工采用4台S82-2008双频GPS接收机按静态观测方法进行同步观测,观测时间控制在45min~60min。根据GPS网平差后坐标和点位精度分析,该项勘测工程控制网设计与施工措施合理,测量结果满足规范所规定的各项限差要求。白浩铁路一期工程GPS施测控制网的布设方法为GPS在沙漠地区特殊条件下的应用提供了一成功例证。 相似文献
12.
For studying recent crustal movements and their relation to earthquake occurrence in large scales, the National Research Institute of Astronomy and Geophysics (NRIAG), Helwan, Cairo, Egypt started in 2006 the establishment of the Egyptian Permanent GPS Network (EPGN). Beginning with 4 stations in 2007, 15 stations were operational at the end of 2011. In addition, a station in Alexandria of the French “Centre d'Études Alexandrines” (CEALX) was added as station to the EPGN. Nowadays, 16 stations are operational and an extension to 20 in the near future is expected. The collected EPGN data of the last 6 years are used in this work to throw light upon the present state of recent crustal movement of the whole of Egypt. Bernese software V. 5.0 was used for processing the collected data according to the IGS standards. In addition, selected IGS, AFREF, and EPN sites are processed for reference frame definition. In this first comprehensive analysis of the permanent network, a complete and consistent evaluation resulted in the first estimates of present day horizontal velocities and coordinate time series. 相似文献
13.
Crustal motion and deformation in Greece from a decade of GPS measurements, 1993–2003 总被引：1，自引：1，他引：0
The Hellenic plate boundary region, located in the collision zone between the Nubian/Arabian and Eurasian lithospheric plates, is one of the seismo-tectonically most active areas of Europe. During the last 15 years, GPS measurements have been used to determine the crustal motion in the area of Greece with the aim to better understand the geodynamical processes of this region. An extended reoccupation network covering whole Greece has been measured periodically in numerous GPS campaigns since the late eighties, and a continuous GPS network has been operated in the region of the Ionian Sea since 1995. In this paper, we present a new detailed high-quality solution of continuous and campaign-type measurements acquired between 1993 and 2003. During the GPS processing, a special effort was made to obtain consistent results with highest possible accuracies and reliabilities. Data of 54 mainly European IGS and EUREF sites were included in the GPS processing in order to obtain results which are internally consistent with the European kinematic field and order to allow for a regional interpretation. After an overview of the results of the IGS/EUREF sites, the results from more than 80 stations in Greece are presented in terms of velocities, time series, trajectories and strain rates. Previous geodetic, geological and seismological findings are generally confirmed and substantially refined. New important results include the observation of deformation zones to the north and to the south of the North Aegean Trough and in the West Hellenic arc region, arc-parallel extension of about 19 mm/yr along the Hellenic arc, and compression between the Ionian islands and the Greek mainland. Due to continuous long-term observations of 4–8 years, it was possible to extract height changes from the GPS time series. In Greece, we observe a differential subsidence of the order of 2 mm/yr between the northern and central Ionian islands across the Kefalonia fault zone. The differential subsidence of the central Ionian islands with respect to the northwestern Greek mainland amounts to 4 mm/yr. 相似文献
14.
讨论了高精度GPS观测中的负荷效应问题。根据地表质量负荷理论的Green函数方法,计算了地球表面质量负荷（包括大气、非潮汐海洋和陆地水）对中国部分IGS台站垂直位移的影响。其中,大气负荷对各台站的影响比较一致,变化幅度约为20 mm,非潮汐海洋对沿海台站的负荷影响显著,其变化幅度达到10 mm,水负荷对各台站的影响差异较大,最大的变化幅度约20 mm;总的负荷效应达到厘米量级,与GPS观测结果的比较说明在高精度的GPS观测的时间序列中,存在明显的季节性变化,而该变化与表面负荷有着直接的关系。特别是对于房山和乌鲁木齐2个台站,GPS观测的垂直变化中的季节项基本上就是来自于地球表面的质量负荷;而昆明和拉萨这2个台站尽管位于板块运动活跃区域,垂直季节性变化也主要源于地表负荷。因此扣除这些负荷影响的GPS观测资料将更有利于研究地壳的运动特征。 相似文献
15.
Investigation of GLONASS performance in differential positioning 总被引：1，自引：0，他引：1
Yanli Zheng Guigen Nie Rongxin Fang Qianqian Yin Wenting Yi Jingnan Liu 《Earth Science Informatics》2012,5(3-4):189-199
With GLONASS completed its full constellation and the rapid increasing number of GNSS receivers, it is worthwhile to investigate the availability of GLONASS-only in positioning. In this paper, two networks of different baseline length, located in two different regions are analyzed. For both networks, GLONASS and GPS observations are processed respectively for 175?days since GLONASS recovered FOC. The RMS and STD of the coordinates minus those from the International GNSS Service weekly solutions are analyzed. The statistics over a long period empirically demonstrate that the averaged coordinate repeatabilities of GLONASS are slightly worse than that of GPS results. The estimated ZTDs of GLONASS is about 1?C2?mm worse than GPS results. For both networks, the GLONASS coordinates show some systematic effect as a function of antenna + radome type, caused by the using of GPS derived PCC models. The systematic effect varied form several mm to 1?cm for different stations with different antenna + radome types, which indicates that GLONASS-specific PCC models are mandatory in GLONASS high precision positioning. 相似文献
16.
Mostafa Rabah Zaki Zedan Essam Ghanem Ahmed Awad Ahmed Sherif 《Arabian Journal of Geosciences》2016,9(13):613
Nowadays many continuously operating reference stations (CORS) network were established in Middle East to improve the surveying tasks. Establishing such geodetic control networks can be a costly business where multiple stations should be occupied simultaneously and post-processed with scientific software. Recently, precise point positioning (PPP) provides precise positioning values that may be an alternative to precise relative processing. The current research aims to investigate that PPP has a potential as a reliable absolute positioning technique operational simplicity as well as to investigate the capability of PPP approach to be a low cost alternative to the conventional positioning methods used in position determination of core networks stations. In comparison with common relative GPS techniques, the costs are reduced; because no base stations and no simultaneous observations are necessary, no need for control network maintenance which could be the most defective factors that Egypt HARN network suffered from. To see the feasibility study of using PPP for precise determination of the CORS, 14 days of GNSS data for the 14 Kuwait integrated with 27 IGS stations were processed by Bernese software to calculate the precise coordinates of Kuwaiti CORS network in the latest terrestrial geodetic frame. Three days of these data were processed by Trimble business center software and using PPP approach to calculate the precise coordinates of Kuwait network. In the current research, a comparable investigation was carried out between the coordinates obtained from Bernese software, Trimble business center, and PPP approach. The comparison proved high level of agreement between the coordinates which confirm that PPP approach can be applied for establishment of CORS network. 相似文献
17.
Iran is a developing country, and nowadays, a demand to establish a time transfer system can be sensed more than anytime. On the other hand, global positioning system (GPS) is one of the most efficient and accurate systems in precise time estimation and dissemination domain. This study aims to investigate the different accuracy limiting effects of a time transfer system in a geodetic point of view. For this purpose, a simulation study is performed in which pseudo-range and carrier phase observations are simulated for some GPS stations in Iran. The baselines for time transfer have been chosen in a way that the maximum effect of each bias source can be analyzed. Therefore, the results of this study can be used in order to design the absolute and relative locations of the GPS stations equipped with external atomic frequencies in Iran considering a specific application. As a result, the most prominent bias source is the site-specific troposphere parameters which produce a variation of more than 1 ns in the time transfer results. Other bias sources including bias in the coordinate components and orbital information have a considerable impact only for time keeping purposes. Additionally, the influence of noise of the carrier phase and pseudo-range observations is analyzed. Variations of clock estimations between consecutive epochs up to 70 ps and day boundary discontinuities up to 0.6 ns, respectively, are the results of measurement errors. On the other hand, a time transfer between H-masers located at US Naval Observatory and National Resources Canada has been conducted to pursue a standard and efficient algorithm to deal with the problem of day boundary jumps. The method of overlapping batches with 12 h coverage of each of the involved days is applied to overcome this problem. The results of this method show a considerable decrease in the magnitude of the day boundary jumps. 相似文献
18.
地面GPS探测大气的最新进展 总被引：5，自引：0，他引：5
综述了利用地面ＧＰＳ站探测大气的技术，包括基本原理，方法，应用，最新进展和结果的介绍以及存在于该技术的误差源的讨论。从地面ＧＰＳ站的观测和表面气象参数可得出天顶湿延迟的估计，再由它和可降水汽量之间的转换关系就可得出ＰＷＶ估计。这种方法求得的ＰＷＶ时间序列不仅能提高天气预报的准确度而且有助于气候变化的研究和数值天气预报模型的改进，这就是新兴学科ＧＰＳ气象学形成的基础。 相似文献
19.
It is important to make accurate and precise measurements in surveying applications. The concepts of accuracy and precision are not synonymous, even though they are commonly used in place of each other. Nowadays, real-time kinematic (RTK) method is widely used at surveying. As the RTK method can be done depending on a reference station, in countries which establish Continuously Operating Reference Stations (CORS) Network, method known as Network-RTK (N-RTK) can be done depending on the CORS Network. Continuously Operating Reference Stations-Turkey Network (CORS-TR), which consists of 146 reference stations that allow positioning both real time and post-process, was established in 2009. In this study, accuracy and precision of Global Navigation Satellite Systems (GNSS) receivers are tried to determine depending on different correction techniques. For this purpose, 12-h GNSS observations were performed at SLCK-Turkish National Fundamental GPS Network (SLCK-TNFGN) point. The observations were adjusted based on CORS-TR. N-RTK measurements were performed with different GNSS receivers, and accuracies of the receivers were investigated. In order to determine precisions of the receivers, means of RTK measurements were calculated and precisions of the receivers were determined. As a result of investigation, it is seen that accuracy and precision of receivers at 2D positioning and height vary depending on correction technique. 相似文献
20.
Several major earthquakes affected the stable continental Indian peninsular shield in recent past due to the activity of fault movements. This necessitates identifying the active faults in the region for future monitoring. The far field co-seismic and post-seismic effects of recent major earthquakes occurred at Sumatra, 2004, Pakistan, 2007 and Indonesia, 2007 on HYDE and IISc IGS GPS stations were studied by small span GPS analysis. Different type of movement pattern on displacement components ensure the reactivation of existing fault planes signifying an integral relationship between GPS displacement vectors and geological structure of the region. 相似文献