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Error propagation for three common height-system corrections to differential levelling

机译:三种常见的高度系统校正至差分水准仪的误差传播

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This paper investigates the propagation of input data errors through the application of Helmert orthometric, normal and normal-orthometric height corrections to differential levelling observations, these being the three principal height systems in practical use around the world. Height corrections are required to remove the systematic error resulting from the geometric non-parallelism of the Earth's equipotential surfaces, but different height systems propagate errors differently. These systematic errors are thus present within levelling networks and subsequently in local vertical datums. Here, we show that the Helmert orthometric correction is sensitive to errors in the mean value of gravity along the plumbline, particularly for heights above 1000 m. The normal correction is much less sensitive due to the use of normal gravity along the normal plumbline. The normal-orthometric correction of Rapp (196138. Rapp, R.H. 1961. “The orthometric height”. In MSc Dissertation, Columbus: Ohio State University. View all references) is largely insensitive to such errors, but it does not properly correct for the non-parallelism of the Earth's equipotential surfaces. Information showing the circumstances under which survey practitioners should apply height corrections to levelling lines is provided, demonstrating that normal-orthometric corrections only need be applied to class LC levelling lines that are to be used for large levelling networks extending in the north-south direction, particularly at high elevations.View full textDownload full textKeywordslevelling, height systems, error analysis, AustraliaRelated var addthis_config = { ui_cobrand: "Taylor & Francis Online", services_compact: "citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,more", pubid: "ra-4dff56cd6bb1830b" }; Add to shortlist Link Permalink http://dx.doi.org/10.1080/14498596.2011.567410
机译:本文通过将Helmert正交,法向和法向正交高度校正应用于差分水准观测来研究输入数据错误的传播,这是世界上实际使用的三个主要高度系统。需要进行高度校正以消除由于地球等势面的几何非平行性导致的系统误差,但是不同的高度系统会以不同的方式传播误差。因此,这些系统误差出现在水准网络中,然后出现在局部垂直基准中。在这里,我们表明Helmert正交校正对沿铅垂线的重力平均值的误差很敏感,尤其是对于1000 m以上的高度。由于沿法线垂线使用法向重力,法线校正的灵敏度大大降低。拉普(196138.拉普,RH1961。“正高”。法学硕士,哥伦布:俄亥俄州立大学。查看所有参考文献)对正态正交校正在很大程度上对此类错误不敏感,但并不正确纠正地球等势面的非平行性。提供的信息显示了调查从业人员应在何种情况下对水平线进行高度校正,这表明法线正交校正仅适用于要用于在南北方向上延伸的大型水平网的LC类水平线,特别是在高海拔地区。查看全文下载全文关键字水准仪,高度系统,错误分析,澳大利亚digg,google,more“,发布号:” ra-4dff56cd6bb1830b“};添加到候选列表链接永久链接http://dx.doi.org/10.1080/14498596.2011.567410

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