• 基本释义

1.THE ISOSTATIC RESIDUAL GEOID OVER EURASIA AND THE STRENGTH OF THE UPPER MANTLE
欧亚地区均衡残差大地水准面和上地幔强度收藏指正
2.The Quasi-geoid Interpolation of GPS Leveling Using DTM and Analysis of Its Effect
用DTM拟合GPS水准似大地水准面及其效果分析收藏指正
3.In the paper, gravity potential model, gravity observation data in the surface of the earth, GPS/leveling and DTM are used to refine qusi-geoid.
本文利用重力位模型、地面重力观测数据、GPS水准和数字地面模型(DTM)进行似大地水准面精化。收藏指正
4.The global SRTM3 data have been declassified in the beginning of 2005. The vertical datum for SRTM3 is EGM96 geoid, and the horizontal datum for SRTM3 is WGS84. In SRTM3 the nominal absolute altitude accuracy is 16m, and the absolute plane accuracy is 20 m.
就全球而言,SRTM3的原始数据已于2004年解密。收藏指正
5.Comparing the geoid undulations and gravity anomalies derived from the above-mentioned models,the results indicate that the IGGGRACE01S solution is close to EIGEN-GRACE02S solution,and there exist large differences between IGGGRACE01S and EGM96 in Antarctica region.
比较几种模型确定的全球重力异常和大地水准面起伏,结果发现IGGGRACE01S与EIGEN_GRACE02S模型的计算结果比较接近,与EGM96模型结果差异较大,差别较大地区主要在南极等地区.收藏指正
6.The 3-dimension lithospheric structure is described by common processing and wavelet analysis of Bouguer anomaly, geoid anomaly computation and digital elevation model(DEM) analysis, in combination with deep seismic sounding (DSS) ,magnetotelluric(MT), seismic tomographic(ST) and geological data.
通过对布格重力异常的常规处理、小波分析以及大地水准面异常计算、数字地形模型(DEM)分析,结合深地震测深、大地电磁测深、地震层析和地质资料,对三维结构进行了描述。收藏指正
7.Geoid determination in China Sea Area is carried out with the marine deflection of the vertical computed from the altimeter data of Topex/Poseidon, ERS?2 and Geosat/GM ERM, in which 2.5′×2.5′ grids for calculation are used.
由Topex/Poseidon,ERS 1/2及Geosat/GM,ERM测高资料求解的垂线偏差计算了我国海域及其邻区大地水准面,其中计算格网为2.5′×2.5′。收藏指正
8.A couple of DTM in the broad area are established by using the classical method and the GPS technique with the determination of geoid parameters on site,and then the analysis and comparison are undertaken based on the elevation differences of the two DTMs and some conclusions about reliability and precision are drawn.
在研究中,测试了该参考DTM的精度和可靠性,进行了地图比较,通过地图数字化把他们转换为数字形式。 经过现场测试,确定当地大地水准面转换参数,分别采用该地区的两个DTM(数字地面模型),最后通过对传统方法和GPS技术建立的两个DTM的分析和比较,得出了有关可靠性等方面的结论。收藏指正
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