首页> 外文期刊>Studia Geophysica et Geodaetica >Improved determination of heights using a conversion surface by combining gravimetric quasi-geoid/geoid and GPS-levelling height differences
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Improved determination of heights using a conversion surface by combining gravimetric quasi-geoid/geoid and GPS-levelling height differences

机译:通过结合重力准准地线/准地线和GPS水准测高差改进了使用转换面的高度确定

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摘要

The quasi-geoid/geoid can be determined from the Global Positioning System (GPS) ellipsoidal height and the normal/orthometric heights derived from levelling (GPS-levelling). In this study a gravimetric quasigeoid and GPS-levelling height differences are combined to develop a new surface, suitable for “levelling” by GPS. This new surface provides better conversion of GPS ellipsoidal heights to the national normal heights. Different combining procedures, a four-parameter solution, linear and cubic splines interpolations, as well as the least-squares collocation method were investigated and compared over entire Norway. More than 1700 GPS-levelling stations were used in this study. The combined surface provides significant accuracy improvement for the normal height transformation of GPS height data, as demonstrated by the post-fitting residuals. The best solution, based on the least-squares collocation, provided a conversion surface for the transformation of GPS heights into normal height in Norway with an accuracy of about 5 cm.
机译:可以根据全球定位系统(GPS)椭球高度和从水准仪(GPS水准仪)得出的法线/正交高度确定准地球准星/地球准星。在这项研究中,将拟量准准星和GPS水准仪的高度差相结合,以开发出一个新的表面,适用于GPS的“水准仪”。这种新表面可将GPS椭球高更好地转换为国家正常高度。在整个挪威研究并比较了不同的组合程序,四参数解,线性和三次样条插值以及最小二乘配置方法。这项研究使用了1700多个GPS水准仪站。组合后的曲面为GPS高度数据的正常高度转换提供了显着的精度改进,如拟合后残差所证明的。基于最小二乘搭配的最佳解决方案为挪威的GPS高度转换为正常高度提供了转换表面,精度约为5厘米。

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