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对流层延迟差异影响合成孔径雷达干涉测量技术(InSAR)形变测量精度;水汽的变化影响天气变化.对流层延迟与水汽具有较好的对应,因此有必要开展全球导航卫星系统(GNSS)对流层延迟的插值研究.以京津冀地区为例,针对GNSS对流层延迟,开展对流层延迟的空间插值研究.首先开展了GNSS对流层延迟与水汽的比较分析,两者存在显著正相关特性,相关性超过91.7%,论证了对流层延迟取代水汽的可行性.然后利用反距离权重法对京津冀地区2016年9月至2017年8月的12组GNSS测站对流层延迟进行空间插值,通过提取插值点对流层延迟与GNSS站点对流层延迟比较验证空间插值精度.全年数据平均偏差最大为1.12cm,均方根误差最大为0.89cm;未发生降水过程平均偏差最大为1.25cm,均方根误差最大为0.82cm;发生降水过程平均偏差最大为1.08cm,均方根误差最大为1.38cm.京津冀平原区域的GNSS对流层延迟空间插值结果精度满足气象等应用要求,可为气象预报和InSAR大气校正提供参考. 相似文献
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Qiang Chen Guoxiang Liu Xiaoli Ding Jyr-Ching Hu Linguo Yuan Ping Zhong M. Omura 《International Journal of Applied Earth Observation and Geoinformation》2010
A method for tightly integrating GPS observations and the persistent scatterer (PS) interferometric synthetic aperture radar (InSAR) is proposed to detect vertical ground motion in Hong Kong, China. The tropospheric zenith wet delays (ZWD) derived from GPS observations at sites in the SAR scenes are used first to model and correct for the tropospheric effects in the interferograms generated from the SAR images. The vertical motion rates (VMR) of the GPS sites determined based on the continuous GPS observations obtained at the sites are then used as constraints in the PS InSAR solutions to further enhance the quality of the solutions. Data from 12 continuous tracking GPS sites in Hong Kong and 8 ENVISAT ASAR images acquired during 2006–2007 are used to demonstrate the application of the proposed method. The results from the example show that the method is capable of detecting accurately the vertical ground motion. 相似文献
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GPS zero-difference applications with a sampling rate up to 1 Hz require corresponding high-rate GPS clock corrections. The
determination of the clock corrections in a full network solution is a time-consuming task. The Center for Orbit Determination
in Europe (CODE) has developed an efficient algorithm based on epoch-differenced phase observations, which allows to generate
high-rate clock corrections within reasonably short time (< 2 h) and with sufficient accuracy (on the same level as the CODE
rapid or final clock corrections, respectively). The clock determination procedure at CODE and the new algorithm is described
in detail. It is shown that the simplifications to speed up the processing are not causing a significant loss of accuracy
for the clock corrections. The high-rate clock corrections have in essence the same quality as clock corrections determined
in a full network solution. In order to support 1 Hz applications 1-s clock corrections would be needed. The computation time,
even for the efficient algorithm, is not negligible, however. Therefore, we studied whether a reduced sampling is sufficient
for the GPS satellite clock corrections to reach the same or only slightly inferior level of accuracy as for the full 1-s
clock correction set. We show that high-rate satellite clock corrections with a spacing of 5 s may be linearly interpolated
resulting in less than 2% degradation of accuracy. 相似文献
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For precise real time or near real time differential GPS positioning in a wide or global area, precise GPS orbits or, alternatively,
precise orbital corrections with respect to a reference orbit, such as GPS broadcast ephemerides, must be used. This work
tests orbit interpolation methods, in order to represent the GPS orbits and orbital corrections accurately and efficiently
for these and other GPS applications. For precise GPS orbits given in the SP3 format at the 15 min interval, numerical tests
were conducted using Lagrange and Chebyshev as well as trigonometric polynomial functions. The results have demonstrated that
the 19- or 20-term trigonometric function is apparently the most efficient interpolator for a 12 h GPS orbital arc, achieving
1 cm level 3D interpolation accuracy that can meet the requirements of most precise applications. The test results also demonstrated
that the 9-term trigonometric function always yields optimal interpolation for a 2 h GPS orbit arc, in terms of interpolation
errors, compared to the results when using a different number of terms for the same function or one of the other tested polynomial
functions. This is evident from the minimal performance degradation when using the 9-term trigonometric function to interpolate
near or at the end of a data interval. By limiting interpolation to the center 15 min to 1.5 h of a 2 h orbit arc, thereby
eliminating the need to interpolate near the ends of that interval, users can opt for more terms (11 and 13) or different
interpolators to further improve interpolation accuracy. When interpolating the orbital corrections with respect to the GPS
broadcast ephemeris, all the tested interpolation functions of 3- to 9-term yield the same suitably accurate results. Therefore,
a 3- to 5-term trigonometric function is arguably sufficiently accurate and more efficient for GPS orbital correction messaging
in wide area and real time positioning. 相似文献
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顾及双差残差反演GPS信号方向的斜路径水汽含量 总被引:1,自引:1,他引:0
给出了顾及GPS双差残差反演斜路径水汽SWV的解算流程;然后详细给出了双差残差到非差残差的转化算法,并对算法进行了改进;最后利用并址的GPS和WVR实测数据对反演SWV算法进行了验证,结果证实改进的反演算法能以优于4 mm精度近实时估算SWV值,与目前国际研究精度在同一量级。 相似文献
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在InSAR大气延迟改正双差模型的基础上,推导了适用于三归法D-InSAR测量的大气延迟改正模型。利用新西兰GEONET北岛连续观测GPS数据,研究了多雨山区InSAR对流层延迟内插模型。 相似文献
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在机载合成孔径雷达干涉测量(synthetic aperture radar interferometry,InSAR)中,为了获取高精度的数字高程模型(digital elevation model,DEM),研究了机载InSAR视向量正交分解法及三维重建数学模型,分析了中国的机载CASMSAR(synthetic aperture radar system of Chinese Academy of Surveying and Mapping)干涉系统误差来源及观测参数,建立了机载InSAR区域网平差模型。利用国产机载CASMSAR系统获取的X波段干涉数据进行试验,利用高精度的控制点数据进行平差解算,结果表明本文方法能够消除干涉模型间平面和高程差异,DEM成果满足1:1万山地测图精度要求,验证了该模型的正确性和有效性。 相似文献
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GPS/VRS 参考站网络的对流层误差建模技术研究 总被引:5,自引:1,他引:4
在虚拟参考站(VRS)技术中,参考站与流动站间的高程差异会引起对流层误差改正数中存在系统偏差影响,使对流层改正精度降低。在常规网络内插改正模型的基础上,借助先验对流层模型,提出了一种能自主修正高程偏差的距离相关对流层网络内插模型(MHDIM)。基于四川GPS连续运行参考站网络(Sichuan GPS Reference Station Network-SGRSN)实际测试数据的分析表明,对于地形变化较大的中长距离稀疏GPS/VRS参考站网络(如流动站与参考站间高程差异大于500m),应用MHDIM模型可使对流层延迟误差改正精度提高到2到3cm并实现cm级网络RTK定位结果,适用于GPS/VRS参考站网络cm级实时动态定位要求。 相似文献
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利用SRTM以及DTM2006.0全球地形模型构建剩余地形模型(RTM)数据,并将其转换为RTM高程异常。通过GPS/水准点的优化选择法,选择少量GPS/水准点的实测高程异常,扣除EGM2008模型以及SRTM与DTM2006.0模型求得的剩余模型高程异常,对残余高程异常进行拟合,从而进一步提高GPS高程转换的精度。最... 相似文献
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在工程施工中,通常使用的是地方独立坐标系,各类工程施工图、成果图都要求使用地方平面坐标。如何实现GPS测量坐标到地方坐标的转换,一直是工程施工中的热点问题。本文介绍了从GPS定位坐标至平面坐标的两种转换模型,其中坐标网格法采用格网内插,算法设计简单,计算复杂度低,但精度会受内插网点的影响。在海南岛范围内精度较高,但沿海区域因无差值节点,需将格网外推。克里金内插法计算复杂度较高,但利用变形区域附近的点内插出畸变趋势,转换效果较好。通过对全岛范围约200个静态GPS点位、水准点位的转换结果进行比较,克里金转换算法可以满足一般工程测量的要求。 相似文献
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GPS与InSAR数据融合方法及其应用 总被引:2,自引:0,他引:2
应用GPS—InSAR集成技术监测地表形变是目前地学界研究的热点问题。介绍了利用GPS对InSAR进行大气误差和轨道误差改正的方法,探讨了GPS与InSAR数据融合的方案,并通过一个实例证明:应用GPS—InSAR集成技术可以达到毫米级监测精度,其具有十分广阔的应用前景。 相似文献
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Summary GPS phase measurements can be processed by using a number of different algorithms. These include models based on (interferometric)
single differences, double differences and triple differences, as well as an algorithm using the direct observable, i.e. the
pure phase measurement. Theoretically, subject to including appropriate a priori covariance matrices, which express the geometrical
configuration (correlation) between the different nominal observables, the results should be identical. Conversely, neglecting
these covariances could lead to different numerical answers. Identical GPS data sets are processed with software packages
based on different algorithms, and the resulting discrepancies established, in order to asses whether or not they are significant.
Similarly, differential ionospheric and tropospheric corrections are evaluated and their significance determined for baselines
of different lengths. 相似文献
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根据InSAR观测量对南北向形变不敏感的特点,将内插GPS数据得到的南北向形变场信息和InSAR监测数据进行集成和融合解算,提取三维形变场。该方法有效避免了因直接忽略南北向形变而带来的精度影响问题,较好地改善了垂向形变场的反演精度。以西安市作为研究区域,融合EnviSat ASAR、ALOS PALSAR及GPS数据,反演西安市2009—2010年在东西向和垂向的绝对的年平均形变速率场(形变场),并与11个水准监测结果进行比对,发现融合反演法不仅能提供三维形变场,而且反演的垂向精度明显优于忽略南北向形变后的反演形变结果,从而对西安市地表形变有更深入的认识。 相似文献
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图像配准是实现干涉合成孔径雷达(InSAR)高精度相位提取及地形高程反演的关键,大场景图像的高效高精度配准成为近年高分宽幅InSAR成像应用研究的难点问题之一。由于大场景图像中不同区域偏移量及变化规律差异较大,传统最大相干系数配准方法需多分块及插值处理,面临计算量大且配准精度低等问题。针对此问题,本文提出一种基于DFT模型的大场景InSAR高效高精度图像配准算法。该方法利用最小均方差准则构建InSAR复图像配准的DFT模型,采用四叉树自适应分块及矩阵相乘DFT快速重采样配准方法,实现大场景InSAR图像各子块区域的高效高精度亚像素配准。仿真和实测数据验证本文算法的有效性,结果表明该算法不仅可实现大场景InSAR复图像亚像素级配准,还具有较高的运算效率,其运算效率相对于传统FFT配准方法通常可提升3倍以上。 相似文献