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1.
Precise Point Positioning Using IGS Orbit and Clock Products 总被引:40,自引:11,他引:40
The contribution details a post-processing approach that used undifferentiated dual-frequency pseudorange and carrier phase
observations along with IGS procise orbit products, for stand-alone precise geodetic point positioning (static or kinematic)
with cm precision. This is possible if one takes advantage of the satellite clock estimates available with the satellite coordinates
in the IGS precise orbit products and models systematic effects that cause cm variations in the satelite to user range. This
paper will describe the approach, summarize the adjustment procedure, and specify the earth- and space-based models that must
be implementetd to achieve cm-level positioning in static mode. Furthermore, station tropospheric zenth path delays with cm
precision and GPS receiver clock estimates procise to 0.1 ns are also obtained. ? 2001 John Wiley & Sons, Inc. 相似文献
2.
GPS code pseudorange measurements exhibit group delay variations at the transmitting and the receiving antenna. We calibrated C1 and P2 delay variations with respect to dual-frequency carrier phase observations and obtained nadir-dependent corrections for 32 satellites of the GPS constellation in early 2015 as well as elevation-dependent corrections for 13 receiving antenna models. The combined delay variations reach up to 1.0 m (3.3 ns) in the ionosphere-free linear combination for specific pairs of satellite and receiving antennas. Applying these corrections to the code measurements improves code/carrier single-frequency precise point positioning, ambiguity fixing based on the Melbourne–Wübbena linear combination, and determination of ionospheric total electron content. It also affects fractional cycle biases and differential code biases. 相似文献
3.
Real-Time Precise Point Positioning (RTPPP) with raw observations and its application in real-time regional ionospheric VTEC modeling 总被引:1,自引:0,他引:1
Precise Point Positioning (PPP) is an absolute positioning technology mainly used in post data processing. With the continuously increasing demand for real-time high-precision applications in positioning, timing, retrieval of atmospheric parameters, etc., Real-Time PPP (RTPPP) and its applications have drawn more and more research attention in recent years. This study focuses on the models, algorithms and ionospheric applications of RTPPP on the basis of raw observations, in which high-precision slant ionospheric delays are estimated among others in real time. For this purpose, a robust processing strategy for multi-station RTPPP with raw observations has been proposed and realized, in which real-time data streams and State-Space-Representative (SSR) satellite orbit and clock corrections are used. With the RTPPP-derived slant ionospheric delays from a regional network, a real-time regional ionospheric Vertical Total Electron Content (VTEC) modeling method is proposed based on Adjusted Spherical Harmonic Functions and a Moving-Window Filter. SSR satellite orbit and clock corrections from different IGS analysis centers are evaluated. Ten globally distributed real-time stations are used to evaluate the positioning performances of the proposed RTPPP algorithms in both static and kinematic modes. RMS values of positioning errors in static/kinematic mode are 5.2/15.5, 4.7/17.4 and 12.8/46.6 mm, for north, east and up components, respectively. Real-time slant ionospheric delays from RTPPP are compared with those from the traditional Carrier-to-Code Leveling (CCL) method, in terms of function model, formal precision and between-receiver differences of short baseline. Results show that slant ionospheric delays from RTPPP are more precise and have a much better convergence performance than those from the CCL method in real-time processing. 30 real-time stations from the Asia-Pacific Reference Frame network are used to model the ionospheric VTECs over Australia in real time, with slant ionospheric delays from both RTPPP and CCL methods for comparison. RMS of the VTEC differences between RTPPP/CCL method and CODE final products is 0.91/1.09 TECU, and RMS of the VTEC differences between RTPPP and CCL methods is 0.67 TECU. Slant Total Electron Contents retrieved from different VTEC models are also validated with epoch-differenced Geometry-Free combinations of dual-frequency phase observations, and mean RMS values are 2.14, 2.33 and 2.07 TECU for RTPPP method, CCL method and CODE final products, respectively. This shows the superiority of RTPPP-derived slant ionospheric delays in real-time ionospheric VTEC modeling. 相似文献
4.
Absolute Positioning with Single-Frequency GPS Receivers 总被引:11,自引:3,他引:11
Ola Øvstedal 《GPS Solutions》2002,5(4):33-44
The use of precise post-processed satellite orbits and satellite clock corrections in absolute positioning, using one GPS
receiver only, has proven to be an accurate alternative to the more commonly used differential techniques for many applications
in georeferencing.
The absolute approach is capable of centimeter accuracy when using state-of-the-art, dual-frequency GPS receivers. When using
observations from single-frequency receivers, however, the accuracy, especially in height, decreases. The obvious reason for
this degradation in accuracy is the effect of unmodeled ionospheric delay.
This paper discusses the availability of some empirical ionospheric models that are publicly available and quantifies their
usefulness for absolute positioning using single-frequency GPS receivers. The Global Ionospheric Model supplied by International
GPS Service (IGS) is the most accurate one and is recommended for absolute positioning using single-frequency GPS receivers.
Using high-quality single-frequency observations, a horizontal epoch-to-epoch accuracy of better than 1 m and a vertical accuracy
of approximately 1 m is demonstrated. ? 2002 Wiley Periodicals, Inc. 相似文献
5.
Time-relative positioning is a recent method for processing GPS phase observations. The operational method undertaken in this
paper consists of the following steps: first, recording phase observations at a station of known coordinates; second, moving
the GPS receiver to an unknown station (which can be located up to a few hundred meters away, dependint on what type of transportation
– e. g., walking, motorcycle – is available) while continuously observing carrier phases; and, third, recording phase observations
at a second station of unknown coordinates with a single GPS receiver. To obtain the position of the unknown station relative
to the first (known) station, the processing method uses combined observations taken at two different epochs and two different
stations with the same receiver. For this reason, the errors that vary between two epochs must be taken into account in an
appropriate way, especially errors in satellite clock corrections and ephemerides, and errors related to tropospheric and
ionospheric delays. Ionospheric modeling using IONEX files (the ionospheric maps calculated by the International GPS Service)
was also tested to correct L1 phase observations. This method has been used to calculate short vectors with an accuracy of
a few centimeters (for a processing interval of 30 s) using a single civil GPS receiver. ? 2001 John Wiley & Sons, Inc. 相似文献
6.
Impact of the Halloween 2003 ionospheric storm on kinematic GPS positioning in Europe 总被引:2,自引:0,他引:2
N. Bergeot C. Bruyninx P. Defraigne S. Pireaux J. Legrand E. Pottiaux Q. Baire 《GPS Solutions》2011,15(2):171-180
Using dual-frequency data from 36 GPS stations from the EUREF Permanent Network (EPN), the influence of the October 30, 2003
Halloween geomagnetic storm on kinematic GPS positioning is investigated. The Halloween storm induced ionospheric disturbances
above the northern part of Europe and Scandinavia. It is shown that kinematic position repeatabilities for this period are
mainly affected for stations in northern Europe with outliers reaching 12 cm in the horizontal, and 26 cm in the vertical.
These magnitudes are shown to be possibly due to the second-order ionospheric delays on GPS signals, not accounted for in
the kinematic GPS positioning analysis performed. In parallel, we generate hourly TEC (Total Electron Content) maps on a 1° × 1°
grid using the dense EPN network. These TEC maps do not use any interpolation but provide a high resolution in the time and
space and therefore allow to better evidence small structures in the ionosphere than the classical 2-hourly 2.5° × 5° grid
Global Ionospheric TEC Maps (GIM). Using the hourly 1° × 1° TEC maps, we reconstruct and refine exactly the zones of intense
ionosphere activity during the storm, and we show the correlation between the ionospheric activity and assess the quality
of GPS-based kinematic positioning performed in the European region. 相似文献
7.
Precise GPS Positioning by Applying Ionospheric Corrections from an Active Control Network 总被引:2,自引:1,他引:1
In this article, initial results are presented of a method to improve fast carrier phase ambiguity resolution over longer
baselines (with lengths up to about 200 km). The ionospheric delays in the global positioning system (GPS) data of these long
baselines mainly hamper successful integer ambiguity resolution, a prerequisite to obtain precise positions within very short
observation time spans.
A way to correct the data for significant ionospheric effects is to have a GPS user operate within an active or permanently
operating network use ionospheric estimates from this network. A simple way to do so is to interpolate these ionospheric estimates
based on the expected spatial behaviour of the ionospheric delays. In this article such a technique is demonstrated for the
Dutch Active Control Network (AGRS.NL). One hour of data is used from 4 of the 5 reference stations to obtain very precise
ionospheric corrections after fixing of the integer ambiguities within this network. This is no problem because of the relatively
long observation time span and known positions of the stations of the AGRS.NL. Next these interpolated corrections are used
to correct the GPS data from the fifth station for its ionospheric effects. Initial conclusions about the performance of this
technique are drawn in terms of improvement of integer ambiguity resolution for this baseline. ? 1999 John Wiley & Sons, Inc. 相似文献
8.
Elizabeth J. Petrie Matt A. King Philip Moore David A. Lavallée 《Journal of Geodesy》2010,84(8):491-499
This study provides a first attempt at quantifying potential signal bending effects on the GPS reference frame, coordinates
and zenith tropospheric delays (ZTDs). To do this, we homogeneously reanalysed data from a global network of GPS sites spanning
14 years (1995.0–2009.0). Satellite, Earth orientation, tropospheric and ground station coordinate parameters were all estimated.
We tested the effect of geometric bending and dTEC bending corrections, which were modelled at the observation level based,
in part, on parameters from the International Reference Ionosphere 2007 model. Combined, the two bending corrections appear
to have a minimal effect on site coordinates and ZTDs except for low latitude sites. Considering five days (DOY 301–305, 28
October–1 November 2001) near ionospheric maximum in detail, they affect mean ZTDs by up to ~1.7 mm at low latitudes, reducing
to negligible levels at high latitudes. Examining the effect on coordinates in terms of power-spectra revealed the difference
to be almost entirely white noise, with noise amplitude ranging from 0.3 mm (high latitudes) to 2.4 mm (low latitudes). The
limited effect on station coordinates is probably due to the similarity in the elevation dependence of the bending term with
that of tropospheric mapping functions. The smoothed z-translation from the GPS reference frame to ITRF2005 changes by less than 2 mm, though the effect combines positively with
that from the second order ionospheric refractive index term. We conclude that, at the present time, and for most practical
purposes, the geometric and dTEC bending corrections are probably negligible at current GPS/reference frame precisions. 相似文献
9.
The ionospheric effect is one of the major errors in GPS data processing over long baselines. As a dispersive medium, it is
possible to compute its influence on the GPS signal with the ionosphere-free linear combination of L1 and L2 observables,
requiring dual-frequency receivers. In the case of single-frequency receivers, ionospheric effects are either neglected or
reduced by using a model. In this paper, an alternative for single-frequency users is proposed. It involves multiresolution
analysis (MRA) using a wavelet analysis of the double-difference observations to remove the short- and medium-scale ionosphere
variations and disturbances, as well as some minor tropospheric effects. Experiments were carried out over three baseline
lengths from 50 to 450 km, and the results provided by the proposed method were better than those from dual-frequency receivers.
The horizontal root mean square was of about 0.28 m (1σ). 相似文献
10.
Torben Schüler 《GPS Solutions》2006,10(2):108-125
Many kinematic GPS applications rely on high accuracy, which usually requires the ambiguities to be fixed. Normally, a reference station in the rover’s vicinity is needed for successful ambiguity resolution. Alternatively, a network surrounding the rover and allowing one to derive area correction parameters is needed. Unfortunately, both approaches are not feasible in certain situations. This paper is a contribution to precise kinematic positioning over long baselines. Atmospheric refraction becomes critical in the error budget, but progress has been made to use numerical weather models to derive tropospheric corrections, for instance. The spatial correlation of both ionospheric and tropospheric propagation delays is investigated in this paper and special attention is paid on the systematic error behavior of tropospheric refraction. The principles developed are applied to an extended reliability test of the ambiguities. Finally, it is demonstrated in positioning experiments that kinematic positioning retrieval with fixed ambiguities is actually possible for baselines between 150 and 300 km with an accuracy of approximately 2 cm in post-mission processing.
相似文献
Torben SchülerEmail: Phone: +49-89-60042587Fax: +49-89-60043019 |
11.
GPS/BDS中长距离RTK定位因为电离层和对流层残余误差的影响,其性能相对于常规RTK有所降低。将GPS/BDS卫星双差电离层误差和对流层误差作为参数,采用卡尔曼滤波进行实时估计。为了验证算法的有效性,利用武汉地区103 km静态基线24 h双频观测数据,分析了GPS和BDS单系统以及二者组合双系统中长距离RTK定位性能。实验结果表明,精确估计的双差电离层残余误差达到米级、对流层误差达到分米级;经过改正后,GPS/BDS单系统的定位精度在1 cm左右,组合双系统则实现了中长距离基线毫米级的高精度定位。 相似文献
12.
Ionospheric delays can be efficiently eliminated from single-frequency data using a combination of carrier phases and code
ranges. Unfortunately, GPS and GLONASS ranges are relatively noisy which can limit the use of the positioning method. Nevertheless,
position standard deviations are in the range of 6–8 cm (horizontal) and 7–9 cm (3d) obtained from diurnal data batches from
selected IGS reference stations can be further reduced to 2–3 cm (3d) for weekly smoothed averages. GPS data sets collected
in Ghana (Africa) reveal a typical level of 10 cm of deviation that must be anticipated under average conditions. Looking
at the future of GNSS, the European Galileo system will, in contrast to GPS, provide the broadband signal E5 that is by far
less affected by multipath thus providing rather precise range measurements. Simulated processing runs featuring both high
ionospheric and tropospheric delay variations show a 3d position precision of 4 cm even for a data batch as short as just
1 h, whereas GPS L1/Galileo E1 performance is close to 13 cm for the same data set. 相似文献
13.
北斗三号系统于2017年正式启动建设,将采用新的北斗全球电离层延迟修正模型(BeiDou global ionospheric delay correction model,BDGIM)。使用高精度格网电离层数据和双频实测电离层延迟数据作为参考,对北斗试验卫星系统播发的BDGIM模型精度进行了相应分析和评估,并与北斗Klobuchar和GPS Klobuchar模型精度进行了比较。研究结果表明,在中国区域,BDGIM模型和北斗Klobuchar模型精度相当,优于GPS Klobuchar模型;在全球范围内,BDGIM模型精度优于北斗Klobuchar和GPS Klobuchar模型。采用不同电离层模型进行伪距单频单点定位,并对定位结果进行对比分析,结果显示,使用BDGIM模型比北斗Klobuchar模型的定位精度有13%的提高,比GPS Klobuchar模型有7%~10%的提高。 相似文献
14.
RINEX_HO: second- and third-order ionospheric corrections for RINEX observation files 总被引:1,自引:0,他引:1
When GNSS receivers capable of collecting dual-frequency data are available, it is possible to eliminate the first-order ionospheric
effect in the data processing through the ionosphere-free linear combination. However, the second- and third-order ionospheric
effects still remain. The first-, second- and third-order ionospheric effects are directly proportional to the total electron
content (TEC), although the second- and third-order effects are influenced, respectively, by the geomagnetic field and the
maximum electron density. In recent years, the international scientific community has given more attention to these kinds
of effects and some works have shown that for high precision GNSS positioning these effects have to be taken into consideration.
We present a software tool called RINEX_HO that was developed to correct GPS observables for second- and third-order ionosphere
effects. RINEX_HO requires as input a RINEX observation file, then computes the second- and third-order ionospheric effects,
and applies the corrections to the original GPS observables, creating a corrected RINEX file. The mathematical models implemented
to compute these effects are presented, as well as the transformations involving the earth’s magnetic field. The use of TEC
from global ionospheric maps and TEC calculated from raw pseudorange measurements or pseudoranges smoothed by phase is also
investigated. 相似文献
15.
Instantaneous BDS + GPS undifferenced NRTK positioning with dynamic atmospheric constraints 总被引:1,自引:0,他引:1
Xuan Zou Yawei Wang Chenlong Deng Weiming Tang Zongnan Li Jianhui Cui Chen Wang Chuang Shi 《GPS Solutions》2018,22(1):17
As the Chinese BeiDou Navigation Satellite System (BDS) has become operational in the Asia-Pacific region, it is important to better understand and demonstrate the benefits of combining triple-frequency BDS with dual-frequency GPS observations for network-based real-time kinematic (NRTK) services. Undifferenced NRTK is a new NRTK service mode, it extends the concept of NRTK by not requiring reference station and specified reference satellite at the rover processing. In order to realize the undifferenced NRTK service, a strategy for real-time modeling the undifferenced (UD) augmentation information is given, in which the fixed double-differenced ambiguities are transformed into UD ones with the help of datum settings. Since this strategy is insensitive to existing ephemeris products, it is applicable to the services of current BDS regional reference networks. Furthermore, a processing scheme for ambiguity resolution (AR) with arbitrary-frequency observations is also presented in detail. An instantaneous and reliable BDS + GPS positioning service can be provided to the rovers in undifferenced NRTK processing mode. With the data collected at 31 stations from a continuously operating reference station network in Guangdong Province (GDCORS) of China, the efficiency of the proposed approaches using combined BDS and GPS observations is confirmed. For three rover stations during days 327–329, a total of 12,960 1-min tests were performed separately to demonstrate the performance of AR. Thanks to the dynamically refined priori information of residual tropospheric and ionospheric error, and the availability of more satellites and observations, the AR fixing rates of combined BDS and GPS systems improve by 13 to 65%, compared with those of the GPS-only system using the traditional WL-L1-IF scheme. The positioning accuracy has also significantly improved. 相似文献
16.
基于GPS基准网的GPS快速静态定位及动态定位方法 总被引:3,自引:0,他引:3
介绍基于GPS基准网进行GSP快速静态定位和动态定位的原理和方法。通过计算基准网改正数及其空间分布,利用内插方法求出用户站的模型误差改正数,不仅可以提高GPS整周模糊度的可靠性,而且能够大大改善GPS测量的精度。利用香港GPS基准网2001年3月的实测数据进行了解算,发现地区在该时间段内受强电离层活动的影响,采用常规GPS测量方法很难确定整周模糊度。利用传统的快速静态定位方法对香港GPS基准网其中一条边(9.2km)24h的观测数据按每15min计算,模糊度确定的准确率仅为45%。采用基准网内插改正数后,仅利用L1的观测数据模糊度确定的准确率提高到100%。点位精度平面位置由2cm提高到5mm,高程精度由4cm提高到3cm。 相似文献
17.
For the commonly used GPS wide-area augmentation systems (WAAS) with a grid ionospheric model, the efficient modelling of
ionospheric delays in real time, for single-frequency GPS users, is still a crucial issue which needs further research. This
is particularly necessary when differential ionospheric delay corrections cannot be broadcast, when users cannot receive them,
or when there are ionospheric anomalies. Ionospheric delays have a severe effect on navigation performance of single-frequency
receivers. A new scheme is proposed which can efficiently address the above problems. The robust recurrence technique is based
on the efficient combination of single-frequency GPS observations by users and the high-precision differential ionospheric
delay corrections from WAAS. Its effectiveness is verified with examples.
Received: 24 December 1999 / Accepted 21 February 2001 相似文献
18.
在传统多系统非差非组合精密单点定位(precise point positioning,PPP)模型中,电离层延迟会吸收部分接收机码硬件延迟,其估计值可能为负数。提出了一种估计接收机差分码偏差(differential code bias,DCB)参数的GPS(Global Positioning System)/BDS(BeiDou Navigation Satellite System)非组合PPP模型,将每个系统第1个频率上的接收机码硬件延迟约束为零,对接收机DCB进行参数估计,达到了分离电离层延迟和接收机码硬件延迟的目的,降低了接收机钟差和电离层延迟的相关程度。利用4个多星座实验(multi-GNSS experiment,MGEX)跟踪站的GPS/BDS数据进行了静态和动态PPP试验,结果表明,与不估计DCB参数的PPP模型相比,采用估计DCB参数PPP模型后,静态模式下定位精度和收敛速度平均提高了29.3%和29.8%,动态模式下定位精度和收敛速度平均提高了15.7%和21.6%。 相似文献
19.
The majority of navigation satellite receivers operate on a single frequency. They compensate for the ionospheric delay using
either an ionospheric model which typically only corrects for 50% of the delay or a thin-shell map of the ionosphere. A 4D
tomographic imaging technique is used to map the free electron density over the full-height of the ionosphere above North
America during autumn 2003. The navigation solutions computed using correction based upon the thin-shell and the full-height
maps are compared in this paper. The maps are used to calculate the excess propagation delay on the L1 frequency experienced
by GPS receivers at selected locations across North America. The excess delay is applied to correct the single-frequency pseudorange
observations at each location, and the improvements to the resulting positioning are calculated. It is shown that the thin-shell
and full-height maps perform almost as well as a dual-frequency carrier-smoothed benchmark and for most receivers better than
the unfiltered dual-frequency benchmark. The full-height corrections perform well and are considerably better than thin-shell
corrections under extreme storm conditions. 相似文献
20.
Minimal detectable biases of GPS data 总被引:4,自引:1,他引:3
P. J. G. Teunissen 《Journal of Geodesy》1998,72(4):236-244
In this contribution closed-form expressions are given for the minimal detectable biases of single- and dual-frequency pseudo-range
and carrier-phase data. They are given for three different single-baseline models. These are the geometry-free model and two
variants of the geometry-based model, namely the roving and stationary variants. The baselines are considered to be sufficiently
short such that orbital uncertainties in the fixed orbits and residual ionospheric and tropospheric delays can be assumed
absent. The stochastic model used is one that permits cross-correlation and the use of different variances for individual
GPS observables, including the possibility to weigh the observables in dependence on which satellite is tracked.
Received: 23 April 1997 / Accepted: 27 October 1997 相似文献