Differential GPS can eliminate the common error to improve the positioning precision by a spatial correlation between the base station and the mobile station.
差分gps定位技术是通过基站与移动站之间的空间相关性，来消除公共误差部分，以提高定位精度。
The simulation results indicate that the pseudo-range remaining errors will be increased with the distance between base-station and GPS user and in the case of low satellite elevation.
仿真结果表明用户和基准台之间距离增大和低卫星仰角都将使伪距残差增大，气象因素和高程对伪距残差也有影响。
With IMU/DGPS system, it can process bundle adjustment successfully with less GCPs or even without GCPs with a GPS base station located in a certain scope.
由于配备IMU/DGPS系统，在一定的基站范围内可以在无控制或少量控制点的情况下进行空三平差，极大地减轻了摄影测量外业控制工作量，缩短了生产周期，提高了作业效率。
The choice of Base Station is based on on-site reconnaissance, using GPS orientator, digital camera and other necessary appliance to collect and register data of every reference site.
无线基站站址采用现场勘测方式，携带GPS定位仪、数码相机等必要设备，对各参考站点进行数据采集并记录。
The dynamic base-station monitoring technique of structural deformation of sea-crossing Bridges is put forward to overcome the difficulty. The new way USES the integrated technique of ETS and GPS-RTK.
针对长大跨海大桥形变监测的困难性，提出了跨海大桥结构形变监测的动态基站自动监测技术，动态基站自动监测技术的核心是电子全站仪与GPS - RTK技术的有机集成。
The dynamic base-station monitoring technique of structural deformation of sea-crossing Bridges is put forward to overcome the difficulty. The new way USES the integrated technique of ETS and GPS-RTK.
针对长大跨海大桥形变监测的困难性，提出了跨海大桥结构形变监测的动态基站自动监测技术，动态基站自动监测技术的核心是电子全站仪与GPS - RTK技术的有机集成。
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