首页> 外文期刊>Journal of surveying engineering >Hybrid State Plane Coordinate System for Transforming a Citywide Survey Control Network to Surface Values: Case Study for Frisco, Texas
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Hybrid State Plane Coordinate System for Transforming a Citywide Survey Control Network to Surface Values: Case Study for Frisco, Texas

机译:用于将全市范围的测量控制网络转换为表面值的混合状态平面坐标系统:德克萨斯州弗里斯科的案例研究

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摘要

The city of Frisco, Tex., published state plane coordinates were "ground scaled" into surface coordinates for the purpose of establishing a hybrid coordinate system to be easily used by surveyors. Nineteen city monuments were found and collected by GPS observation using real-time kinematic (RTK) connected to the Texas RTK Cooperative Network. The network creates a virtual reference station near the GPS roving receiver, allowing the surveyor to use the rover unit by itself without the need for setting up a base station on the project site. Using a GPS manufacturer's standard protocol, localizing ground-scaled GPS vectors to the city's hybrid values yielded acceptable horizontal (H) and vertical (V) residuals over a 233 km~2 network. Two out of 19 monuments observed explained maximum residual error (H= 0.029 m, V= 0.082 m) with no significant differences in the mean △N and △E between published grid, hybrid, and surface coordinates (P=0.77). This paper will illustrate and discuss the procedures and results of this project.
机译:得克萨斯州弗里斯科市已将发布的州平面坐标“按地面比例缩放”为表面坐标,目的是建立一种混合坐标系,以使测量师易于使用。使用连接到德州RTK合作网络的实时运动(RTK),通过GPS观测发现并收集了19个城市古迹。该网络在GPS巡回接收器附近创建了一个虚拟参考站,使测量员可以自己使用流动站单元,而无需在项目现场设置基站。使用GPS制造商的标准协议,将地面缩放的GPS向量定位到城市的混合值,可以在233 km〜2的网络上产生可接受的水平(H)和垂直(V)残差。观测到的19个纪念碑中有2个解释了最大残留误差(H = 0.029 m,V = 0.082 m),在公布的网格坐标,混合坐标和表面坐标之间的平均△N和△E均无显着差异(P = 0.77)。本文将说明并讨论该项目的程序和结果。

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