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首页> 外文期刊>Journal of surveying engineering >Real-Time Determination of Orthometric Heights Accurate to the Centimeter Level Using a Single GPS Receiver: Case Study
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Real-Time Determination of Orthometric Heights Accurate to the Centimeter Level Using a Single GPS Receiver: Case Study

机译:使用单个GPS接收器实时确定精确到厘米高度的正高:案例研究

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摘要

Real-time determination of orthometric heights at cm level accuracy can be achieved in Dubai, U.A.E., using a single geodetic-grade global positioning satellite (GPS) receiver. This process requires that the rover receiver uses on-line measurement corrections from multiple reference stations real-time kinematic (RTK) networks, and geoid heights from a precise gravimetric geoid model. The Dubai RTK network consists of five active reference stations and can provide ellipsoidal heights with external accuracy less than 4 cm and a precision of 3 cm. The Dubai geoid model was recently developed integrating a comprehensive set of gravity, GPS, leveling, and digital elevation data to fit GPS/leveling at the 3-5 cm level RMS. To evaluate this technique, a field test on 41 benchmarks of the Dubai second-order leveling network was performed. In this test, orthometric heights derived from the presented method using a single GPS receiver were compared to their precise values determined by spirit leveling. The height differences were analyzed and statistically examined. Results show that orthometric heights determined from the GPS RTK network and geoid data can be accurate to 2-5 cm with no significant systematic errors. The method can thus be considered a good alternative to traditional leveling, particularly for third-order leveling in large areas.
机译:可以使用单个大地测量级全球定位卫星(GPS)接收器在阿联酋迪拜以厘米级的精度实时确定正高。此过程要求流动站接收器使用来自多个参考站实时运动(RTK)网络的在线测量校正以及来自精确重力大地水准面模型的大地水准面高度。迪拜RTK网络由五个活动参考站组成,可以提供椭圆形高度,外部精度小于4厘米,精度为3厘米。迪拜大地水准面模型是最近开发的,集成了一套综合的重力,GPS,水准和数字高程数据,以适合3-5厘米水准RMS的GPS /水准。为了评估该技术,对迪拜二阶水准测量网络的41个基准进行了现场测试。在此测试中,将使用单个GPS接收器从本方法得出的正高高度与通过水平仪确定的精确高度进行了比较。对高度差异进行了分析和统计检查。结果表明,由GPS RTK网络和大地水准面数据确定的正高可以精确到2-5 cm,没有明显的系统误差。因此,该方法可以被认为是传统水准测量的一种很好的替代方法,特别是对于大面积的三阶水准测量。

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