共查询到20条相似文献，搜索用时 31 毫秒
1.
基于大区域GPS成果转换问题,利用Delaunay三角形的基本原理,提出了游动九参数坐标转换法.利用该法对实际GPS控制网坐标成果进行转换,取得了较理想的结果,为大区域的GPS坐标成果转换提供了一种可行的方法. 相似文献
2.
On the adjustment of combined GPS/levelling/geoid networks 总被引：12，自引：7，他引：5
A detailed treatment of adjustment problems in combined global positioning system (GPS)/levelling/geoid networks is given.
The two main types of `unknowns' in this kind of multi-data 1D networks are usually the gravimetric geoid accuracy and a 2D
spatial field that describes all the datum/systematic distortions among the available height data sets. An accurate knowledge
of the latter becomes especially important when we consider employing GPS techniques for levelling purposes with respect to
a local vertical datum. Two modelling alternatives for the correction field are presented, namely a pure deterministic parametric
model, and a hybrid deterministic and stochastic model. The concept of variance component estimation is also proposed as an
important statistical tool for assessing the actual gravimetric geoid noise level and/or testing a priori determined geoid
error models. Finally, conclusions are drawn and recommendations for further study are suggested.
Received: 9 September 1998 / Accepted: 8 June 1999 相似文献
3.
A realistic assessment of the total uncertainty budget of Global Positioning System (GPS) observations and its adequate mathematical treatment is a basic requirement for all analysis and interpretation of GPS-derived point positions, in particular GPS heights, and their respective changes. This implies not only the random variability but also the remaining systematic errors. At present in geodesy, the main focus is on stochastic approaches in which errors are modeled by means of random variables. Here, an alternative approach based on interval mathematics is presented. It allows us to model and to quantify the impact of remaining systematic errors in GPS carrier-phase observations on the final results using deterministic error bands. In this paper, emphasis is given to the derivation of the observation intervals based on influence parameters and to the study of the complex linear transfer of this type of uncertainty to estimated point positions yielding zonotopes. From the presented simulation studies of GPS baselines, it turns out that the uncertainty due to remaining systematic effects dominates the total uncertainty budget for baselines longer than 200 km. 相似文献
4.
Strategies to mitigate aliasing of loading signals while estimating GPS frame parameters 总被引：7，自引：5，他引：2
Although GNSS techniques are theoretically sensitive to the Earth center of mass, it is often preferable to remove intrinsic
origin and scale information from the estimated station positions since they are known to be affected by systematic errors.
This is usually done by estimating the parameters of a linearized similarity transformation which relates the quasi-instantaneous
frames to a long-term frame such as the International Terrestrial Reference Frame (ITRF). It is well known that non-linear
station motions can partially alias into these parameters. We discuss in this paper some procedures that may allow reducing
these aliasing effects in the case of the GPS techniques. The options include the use of well-distributed sub-networks for
the frame transformation estimation, the use of site loading corrections, a modification of the stochastic model by downweighting
heights, or the joint estimation of the low degrees of the deformation field. We confirm that the standard approach consisting
of estimating the transformation over the whole network is particularly harmful for the loading signals if the network is
not well distributed. Downweighting the height component, using a uniform sub-network, or estimating the deformation field
perform similarly in drastically reducing the amplitude of the aliasing effect. The application of these methods to reprocessed
GPS terrestrial frames permits an assessment of the level of agreement between GPS and our loading model, which is found to
be about 1.5 mm WRMS in height and 0.8 mm WRMS in the horizontal at the annual frequency. Aliased loading signals are not
the main source of discrepancies between loading displacement models and GPS position time series. 相似文献
5.
Summary The first order horizontal control network of Saudi Arabia, which is a purely terrestrial network established in early 1970's by EDM traversing, is analyzed for distortions. The analysis is based on comparisons of the terrestrial network positions with those obtained from a 22 point GPS network uniformly covering the country. An analysis of the discrepancies in slant ranges obtained from the two networks indicates that the terrestrial network scale is smaller than that of the GPS network by about 1.68 parts per million (ppm). The scale appears to change with position suggesting some small systematic distortion of the terrestrial network relative to the GPS network. A similar analysis of the discrepancies in horizontal distance, azimuth and zenith distance also points to some non-uniformities, albeit small ones, in the terrestrial network. The discrepancies appear to be position-dependent and hence non-random in character. The maxima of the magnitudes are 2.5 ppm, 0.4 and 2.7 respectively for the discrepancies in horizontal scale, azimuth and zenith distance. 相似文献
6.
The loading exerted by atmospheric pressure on the surface of the Earth causes deformations, mainly in vertical direction. Consequently, these deformations are also subject to pressure variations. At present this effect is only modeled by a few research groups in the post-processing of very long baseline interferometry (VLBI) and global positioning system (GPS) observations. As the displacements may clearly exceed the accuracy goals, we implement vertical pressure loading regression coefficients as a new estimable parameter type in the Bernese GPS software. This development is applied to a network of 60 European permanent GPS stations extending from 35 to 79° northern latitude. The analysis comprises 1,055 days of observations between January 2001 and February 2004. During that period pressure variations as large as 80 hPa occurred at high latitude sites. A least squares solution including all observations and all relevant parameters yields significant regression coefficients for all stations but reveals also some critical issues with regard to the capability of this geodetic approach to verify results based on the geophysical convolution method.An erratum to this article can be found at 相似文献
7.
Manuela Krügel Daniela Thaller Volker Tesmer Markus Rothacher Detlef Angermann Ralf Schmid 《Journal of Geodesy》2007,81(6-8):515-527
The combination of tropospheric parameters derived from different space-geodetic techniques has not been of large interest
in geodesy so far. However, due to the high correlation between station coordinates and tropospheric parameters, the latter
should not be neglected in combinations. This paper deals with the comparison and combination of tropospheric parameters derived
from global positioning system (GPS) and very long baseline interferometry (VLBI) observations stemming from a 15-day campaign
of continuous VLBI observations in 2002 (CONT02). The observation data of both techniques were processed homogeneously to
avoid systematic differences between the solutions. We compared the tropospheric estimates of GPS and VLBI at eight co-location
sites and found a very good agreement in the temporal behavior of the tropospheric zenith path delays (ZPD), reflected by
correlation factors up to 0.98. Following this, a combination of the tropospheric parameters was performed. We demonstrate
that the combination of tropospheric parameters leads to a stabilization of combined station networks. This becomes visible
in the improvement of the repeatabilities of the station height components. Furthermore, the potential use of independent
data from water vapor radiometers (WVRs) to validate space-technique-derived tropospheric parameters was investigated. Correlation
coefficients of 0.95 or better were estimated between the tropospheric parameters of WVR and GPS or VLBI. Additionally, the
utility of the tropospheric parameters for validation of local tie vectors was investigated. Both tropospheric zenith delays
and tropospheric gradients were found to be very suitable to validate the height component and the horizontal components of
the local tie, respectively. 相似文献
8.
9.
基于中国大陆构造环境监测网络的连续GPS观测数据,比较分析了中国大陆234个GPS台站和GRACE得到的地表垂直形变。GPS和GRACE垂直形变具有较好的一致性,反映了地表质量变化是引起GPS垂直形变非线性变化的重要因素之一,但二者也存在着一定的差异。为定量分析GPS和GRACE垂直形变的差异,探讨了热膨胀效应对GPS垂直位移的影响及区域地壳结构对GRACE估算地表垂直负荷形变的影响。结果表明,中国大陆50%以上的GPS台站热膨胀垂直形变周年振幅不小于1 mm;对GPS进行热膨胀效应改正后,中国大陆GPS与GRACE垂直形变具有更好的一致性;GPS与GRACE垂直形变周年振幅比值由1.07±0.06变为1.01±0.05;热膨胀效应可以解释6.2%的GPS与GRACE垂直形变的差异,热膨胀效应改正可使GPS和GRACE垂直形变的一致性相对增加11.2%。是否顾及区域地壳结构引起的GRACE估算中国大陆垂直负荷形变的相对差异为2.5%。 相似文献
10.
高精度监测控制网的GPS施测技术 总被引：2，自引：0，他引：2
结合GNPS高精度监测控制网的具体情况,讨论了GPS监测控制网的布设、数据处理、坐标成果的转换、施测结果的比较、稳定性分析等问题.其结果表明,采用GPS技术施测监测控制网,精度高且有很好的可靠性,满足监测需要,为同类工程提供必要的参考. 相似文献
11.
局部无缝垂直参考基准面的建立方法研究 总被引：1，自引：0，他引：1
为在局域建立一个无缝垂直参考基准面，提出了两步转换的思想和方法，即从大地高到正高然后到海图高。利用该方法。构造了Saint John河高程转换模型，并在该河段建立了无缝垂直参考基准面，且得到了实际验证。 相似文献
12.
13.
王解先 《武汉大学学报(信息科学版)》1996,(3)
采用数值微商求偏导数的方法，从而使ＧＰＳ网平差的计算模型非常简洁。选用平面坐标和大地高作为平差参数，可以方便地简化为平面网或高程网，加入地面归心数据和常规观测数据也变得十分容易。对旋转角大的地方独立坐标系，提出了处理办法。经对实测数据的处理，证明了模型的正确性 相似文献
14.
佘彬彬 《武汉大学学报(信息科学版)》1989,(1)
本文同时顾及地面网尺度系统误差和卫星网尺度系统误差对各自网点坐标的影响,对联合平差中常用的两种7参数转换模型:Bursa模型和Molodensky模型进行了分析比较,在此基础上,提出了一种新的7参数转换模型;建立了甚长基线(VLBI)、卫星网和地面网联合平差的数学模型,并用模拟数据进行了数值分析,得到了一些有益结论。 相似文献
15.
电离层延迟是影响GPS精密定位的主要因素,对单频接收机的影响尤为明显。介绍了一种新的基于区域双频观测网构建电离层模型的方法,并选取德国境内平均基线超过300 km(最长基线为461 km)的一个长距离观测网连续10 d的数据对模型进行了检测分析。实验证明,基于该电离层模型,网内单频接收机用户可获得接近双频观测数据的解算精度,即使对于200 km的长距离基线,单频数据的基线解算结果都能够达到平面方向6 mm,高程方向2.5 cm。区域电离层延迟模型构造方法可被有效应用于GPS、GLONASS和GALILEO等各类卫星导航定位系统,满足事后、实时或准实时单频接收机精密数据处理的需要。 相似文献
16.
利用GPS三频观测值监测电离层TEC及其变化率 总被引：1，自引：0，他引：1
三频观测数据为监测电离层总电子含量提供了更多的观测值选择。在双频观测值估算电离层总电子含量的原理基础上,利用不同纬度地区的三频GPS观测资料计算获得了电离层总电子含量值及其变化率。分析结果表明：由于GPS接收机码间偏差的影响,不同频率间组合获得的电离层总电子含量结果出现较大的系统差异,使用不同频率组合获得的电离层TEC变化率有很好的一致性。 相似文献
17.
针对合成孔径雷达干涉测量技术（interferometric synthetic aperture radar,InSAR）监测形变时高空间分辨率的优势以及GPS监测数据高精度、高时间分辨率的特点,对升、降轨InSAR与GPS数据融合获取高精度的三维形变场的方法展开研究。提出以高精度的GPS观测值为约束,对升、降轨InSAR观测方程分别添加一个跟点的位置有关的系统误差函数,以对InSAR数据中残留的系统误差进行修正,减弱或消除系统误差的影响。模拟数据和实测数据表明,该方法能够有效地补偿不同轨道InSAR数据与GPS数据间的系统误差影响,且计算简单;采用附加系统误差参数的升、降轨InSAR-GPS综合形变分析模型建立的三维形变场具有更高的精度。 相似文献
18.
导出了基于卡尔曼滤波的GPS监测系统的状态方程和观测方程的纯量形式和矩阵形式并给出系统的滤波方程,讨论了形变分析方法。通过对模拟GPS监测网的计算分析,取得了满意的结果,证明了该方法的有效性。 相似文献
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20.
A new approach for deformation monitoring of super high-rise building using GPS/BDS technology is proposed for the case when prior coordinates are known and the baseline is short but has a large height difference. The approach is based on the ambiguity function method (AFM). Considering that the double-differenced (DD) troposphere delay residual error cannot be ignored, the relative zenith tropospheric delay (RZTD) parameter is introduced into the original AFM equation. Thus, the RZTD and 3D coordinate parameters are together obtained through the modified AFM (MAFM). Due to the low computational efficiency of conventional AFM, an improved particle swarm optimization (IPSO) algorithm is used to search the four optimal parameters X/Y/Z/RZTD and replaces the grid search method. In this study, GPS/BDS deformation monitoring data for buildings with approximately 290 m height difference were used to verify the feasibility of the proposed MAFM. Numerical results show a single-epoch average computation time of approximately 0.3 s, which meets the requirements of near-real-time dynamic monitoring. The average accuracy of the GPS single-epoch RZTD solution is better than 1 cm, the combined GPS/BDS MAFM performance outperforms the GPS-only system, and using multi-epoch observations can further improve the accuracy of the RZTD solution. After RZTD correction, GPS/BDS monitoring precision can be improved, particularly the height dimension, whose precision is improved by approximately 6 cm. 相似文献