The high-precision terrestrial reference frame,as the spatial benchmark for geodesy,is an important national infrastructure.However,due to the influence of nonlinear factors related to geophysical phenomena,the overal...The high-precision terrestrial reference frame,as the spatial benchmark for geodesy,is an important national infrastructure.However,due to the influence of nonlinear factors related to geophysical phenomena,the overall maintenance accuracy of the ITRF framework is still at the centimeter level.Therefore,accurately characterizing the true trajectories of linear motion,nonlinear motion,and geocentric motion of the reference station is the key to achieve the construction and maintenance technology of a millimeter level terrestrial reference framework.Based on long-term global and regional GNSS observation data,more Chinese geodesy scientists devoted much efforts to the maintenance of millimeter-level geodetic reference framework.The main contributions of this work included the followings:①Dynamic maintenance of millimeter-level terrestrial reference frame;②Research progress on the method of maintenance of regional reference frame based on GNSS;③The progress of CGCS2000 frame maintenance in millimeter level accuracy;④Reprocessing and reanalysis of two-decade GNSS observation in continental China;⑤Research on current GNSS velocity field model and deformation in Chinese mainland;⑥The preliminary realization and evaluation of CTRF2020.展开更多
To achieve the goal that China and Nepal jointly announce the new height of Mount Qomolangma(MQ),the campaign of Qomolangma Height Survey(QHS)was carried out from 2019 to 2020.A high precision geoid model realizing th...To achieve the goal that China and Nepal jointly announce the new height of Mount Qomolangma(MQ),the campaign of Qomolangma Height Survey(QHS)was carried out from 2019 to 2020.A high precision geoid model realizing the common height datum for both sides is necessary for determining the unique height of MQ.However,high altitude and rugged topography make it extremely difficult to conduct terrestrial gravity measurements in this region,the accuracy of geoid model is restricted by terrestrial gravity data gaps.In the campaign of 2020 QHS,the airborne gravity survey was carried out over MQ and its surrounding areas,the airborne gravity data covering an area of 12,700 km^(2) were successfully collected.For the first time,the high precision observations of terrestrial gravity and BeiDou Navigation Satellite System(BDS)at the peak of MQ were collected.These datasets pave the way for the precise determination of the orthometric height of MQ.According to the definition of the International Height Reference System(IHRS),we developed the IHRS-based gravimetric quasigeoid model by combining the airborne and terrestrial gravity data.Validations against highly accurate GNSS leveling data at 61 benchmarks demonstrate that the accuracy of the quasigeoid model is 3.8 cm,and the addition of airborne gravity data improves the accuracy by 51.3%.Based on the IHRS,the final orthometric height of the snow surface of the peak of MQ is determined to be 8848.86 m.展开更多
Employing the merged quasi-geoid, we analyses the causes of systematic errors in modelling of quasigeoid of neighbouring areas in the paper, and the efficient method is introduced to improve the accuracy of quasi-geoi...Employing the merged quasi-geoid, we analyses the causes of systematic errors in modelling of quasigeoid of neighbouring areas in the paper, and the efficient method is introduced to improve the accuracy of quasi-geoid. First, the systematic error is weakened with the moving window method applied to established quasi-geoids in two adjacent regions, and the accuracy of the merged quasi-geoid in the stitching region is checked using the measured GPS benchmark data; Second, the whole quasi-geoid is recomputed with data obtained from two adjacent regions if the accuracy of the quasi-geoid obtained from the first step in the stitching region is low; Finally, the quasi-geoids in two adjacent regions are recomputed respectively using GPS benchmark data of own region and adjacent region with the same solution if the accuracy of whole quasi-geoid obtained from the second step also is low. Actual data sets from Sichuan Province and Chongqing City are employed to test the moving window method. It is shown that the quasi-geoid models with high resolution and accuracy were obtained.展开更多
基金National Natural Science Foundation of China(Nos.42274044,41974010,42330113,41804018)。
文摘The high-precision terrestrial reference frame,as the spatial benchmark for geodesy,is an important national infrastructure.However,due to the influence of nonlinear factors related to geophysical phenomena,the overall maintenance accuracy of the ITRF framework is still at the centimeter level.Therefore,accurately characterizing the true trajectories of linear motion,nonlinear motion,and geocentric motion of the reference station is the key to achieve the construction and maintenance technology of a millimeter level terrestrial reference framework.Based on long-term global and regional GNSS observation data,more Chinese geodesy scientists devoted much efforts to the maintenance of millimeter-level geodetic reference framework.The main contributions of this work included the followings:①Dynamic maintenance of millimeter-level terrestrial reference frame;②Research progress on the method of maintenance of regional reference frame based on GNSS;③The progress of CGCS2000 frame maintenance in millimeter level accuracy;④Reprocessing and reanalysis of two-decade GNSS observation in continental China;⑤Research on current GNSS velocity field model and deformation in Chinese mainland;⑥The preliminary realization and evaluation of CTRF2020.
基金supported by the National Natural Science Foundation of China[grant numbers 41974010,42074020]the basic scientific research operating program of Chinese Academy of Surveying and Mapping。
文摘To achieve the goal that China and Nepal jointly announce the new height of Mount Qomolangma(MQ),the campaign of Qomolangma Height Survey(QHS)was carried out from 2019 to 2020.A high precision geoid model realizing the common height datum for both sides is necessary for determining the unique height of MQ.However,high altitude and rugged topography make it extremely difficult to conduct terrestrial gravity measurements in this region,the accuracy of geoid model is restricted by terrestrial gravity data gaps.In the campaign of 2020 QHS,the airborne gravity survey was carried out over MQ and its surrounding areas,the airborne gravity data covering an area of 12,700 km^(2) were successfully collected.For the first time,the high precision observations of terrestrial gravity and BeiDou Navigation Satellite System(BDS)at the peak of MQ were collected.These datasets pave the way for the precise determination of the orthometric height of MQ.According to the definition of the International Height Reference System(IHRS),we developed the IHRS-based gravimetric quasigeoid model by combining the airborne and terrestrial gravity data.Validations against highly accurate GNSS leveling data at 61 benchmarks demonstrate that the accuracy of the quasigeoid model is 3.8 cm,and the addition of airborne gravity data improves the accuracy by 51.3%.Based on the IHRS,the final orthometric height of the snow surface of the peak of MQ is determined to be 8848.86 m.
基金sponsored by the technological innovation projects of the National Administration of Surveying,Mapping and Geoinformation of ChinaNational Natural Science Foundations of China (Nos.41574003,41774004 and 41474015)Special Funds for Surveying,Mapping and Geoinformation Scientific Research in the Public Interest of China
文摘Employing the merged quasi-geoid, we analyses the causes of systematic errors in modelling of quasigeoid of neighbouring areas in the paper, and the efficient method is introduced to improve the accuracy of quasi-geoid. First, the systematic error is weakened with the moving window method applied to established quasi-geoids in two adjacent regions, and the accuracy of the merged quasi-geoid in the stitching region is checked using the measured GPS benchmark data; Second, the whole quasi-geoid is recomputed with data obtained from two adjacent regions if the accuracy of the quasi-geoid obtained from the first step in the stitching region is low; Finally, the quasi-geoids in two adjacent regions are recomputed respectively using GPS benchmark data of own region and adjacent region with the same solution if the accuracy of whole quasi-geoid obtained from the second step also is low. Actual data sets from Sichuan Province and Chongqing City are employed to test the moving window method. It is shown that the quasi-geoid models with high resolution and accuracy were obtained.
