为乌干达建立一个新的高度基准

IF 0.3 Q4 REMOTE SENSING
R. Ssengendo, A. Gidudu
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引用次数: 0

摘要

利用校正面原理计算了乌干达新的高程基准。它是基于乌干达2014年重力类地球体模型(UGQ)和GNSS/levelling的结合。UGQ2014来源于乌干达重力大地水准面模型(UGG) 2014, UGG 2014是利用国际重力局的稀疏地面重力数据、3弧秒航天飞机雷达地形任务数字高程模型和GOCE - only全球位势模型go_con_gcf_2_tim_r5计算得到的。基于21个离散的GNSS/调平点构建校正面,然后用4个独立点进行评估。用Kriging方法测试了三种插值技术,得到了最低的标准偏差和噪声水平,表明它是最好的插值方法。在绝对条件下,基于新高度基准的已知高度和计算的正正交高度之间的拟合均方根为11cm,比单独使用UGQ2014提高了约5cm(31%)。对于相对高度,计算出所有测试基线的平均精度为29 ppm。绝对和相对试验表明,新高度基准满足三阶精密找平的精度和精度要求。因此,UGQ2014C代表了为乌干达确定精确的新高度基准的重要一步。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Towards a new height datum for Uganda
A new height datum for Uganda is computed using the corrective surface principle. It is based on a combination of the Uganda Gravimetric Quasigeoid model (UGQ) 2014 and GNSS/levelling. UGQ2014 was derived from the Uganda Gravimetric Geoid model (UGG) 2014, which was computed from sparse terrestrial gravity data from the International Gravimetric Bureau, the 3 arc second Shuttle Radar Topography Mission digital elevation model and the GOCE – only global geopotential model GO_CONS_GCF_2_TIM_R5. The corrective surface was constructed based on 21 discrete GNSS/levelling points and then evaluated with 4 independent points. Three interpolation techniques were tested for the creation of the corrective surface with the Kriging method giving the lowest standard deviation and noise level suggesting that it is the best method for interpolation. In absolute terms, the Root Mean Square of the fit between the known and computed normal-orthometric heights based on the new height datum is 11cm, which is about 5cm (31%) better than using UGQ2014 alone. For relative heights an average precision of 29 ppm is computed for all baselines tested. Both the absolute and relative tests show that the new height datum satisfies the precision and accuracy requirements of third order precise levelling. Therefore, UGQ2014C represents a significant step towards the determination of a precise new height datum for Uganda.
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