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首页> 外文期刊>Journal of applied geodesy >Slow structural deformation monitoring using Locata - a trial at Tumut Pond Dam
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Slow structural deformation monitoring using Locata - a trial at Tumut Pond Dam

机译:使用Locata进行缓慢的结构变形监测-Tumut Pond大坝的试验

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Locata Corporation's positioning technology "Locata" is a terrestrial-based RF-ranging technology that provides high accuracy position solutions using a network (LocataNet) of time synchronised pseudolite-like transceivers (Locata-Lites). This technology provides centimetre level accurate position solutions for static positioning using carrier phase measurement data which provides an advantage over other technology for monitoring structural movement in many applications. The Locata network can be deployed in such a configuration around a structure that optimal network geometry could be ensured despite site constraints. This paper describes the first deformation trial using Locata technology carried out at Tumut Pond Dam, in the state of New South Wales, Australia. This trial was run for 22 hours and yielded millimetre-level precision for horizontal positions, and centimetre-level vertical precision for all observed epochs. The accuracy of the coordinate solutions was at the few millimetre level with standard deviations of 2.5 mm, 2.1 mm and 18 mm for the east, north and height components respectively. The position solutions were generated by an iterative least squares estimation process of Locata carrier phase observations per epoch. Then mean of sixty seconds coordinate solutions was used as input for a Kalman filter. Standard deformation detection methods were applied. No significant displacement was observed during this trial.
机译:Locata Corporation的定位技术“ Locata”是一种基于地面的RF测距技术,它使用时间同步伪卫星类收发器(Locata-Lite)的网络(LocataNet)提供高精度的定位解决方案。这项技术使用载波相位测量数据为静态定位提供了厘米级的精确位置解决方案,与其他在许多应用中用于监视结构运动的技术相比,该技术具有优势。 Locata网络可以围绕这样的结构进行部署:尽管站点受到限制,也可以确保最佳的网络几何形状。本文介绍了在澳大利亚新南威尔士州Tumut Pond大坝上使用Locata技术进行的首次变形试验。该试验进行了22个小时,对于所有水平观测位置,其水平位置的精度为毫米级,垂直方向的精度为厘米级。坐标解决方案的精度在几毫米级别,东方,北部和高度分量的标准偏差分别为2.5 mm,2.1 mm和18 mm。位置解是通过每个时期Locata载波相位观测值的迭代最小二乘估计过程生成的。然后将平均六十秒的坐标解用作卡尔曼滤波器的输入。应用标准变形检测方法。在该试验中未观察到明显的移位。

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