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Research and Application of Trigonometric Leveling to Replace Precise Leveling

机译:三角平衡替代精确平整的研究与应用

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摘要

Aiming at the low efficiency of precise geodetic leveling in tough terrain, we propose a precise trigonometric leveling (PTL) method to replace first-order Class II leveling. First, we analyze the errors of unidirectional trigonometric leveling and list corresponding ways to reduce those errors. Then, the practical formula of PTL is introduced that combines the simultaneous reciprocal observation with the leap-frog method to reduce the effect of atmospheric refraction. Besides, the PTL method uses two robotic total stations to perform an even number of reciprocal observations to avoid measuring the heights of instruments. Finally, two experiments are conducted using the PTL method; one is river-crossing precise leveling, and the other is highland precise leveling. Compared with the precise geometric leveling in the 25 km of the leveling circuit, the result shows that the standard deviation per kilometer of PTL is +/- 0.9 mm/km, which is less than +/- 1 mm/km and proves that PTL can achieve first-order Class II leveling precision to some degree conditions.
机译:针对韧性地形中精确的大地测量效率的低效率,提出了一种精确的三角平衡(PTL)方法来取代一阶类II平整。首先,我们分析了单向三角测量的错误,并列出了降低这些错误的相应方法。然后,引入PTL的实际配方,将同时互核观察与跨越式方法相结合,以降低大气折射的影响。此外,PTL方法使用两个机器人总站来执行偶数往复的互殖观察,以避免测量仪器的高度。最后,使用PTL方法进行两个实验;一个是河流过度平整,另一个是高地精确平整。与平调电路的25千米处的精确几何水平相比,结果表明,每公里的PTL标准偏差为+/- 0.9毫米/ km,距离+/- 1毫米/公里,并证明PTL可以在某种程度的条件下实现一流的II水平精度。

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