收敛校正可使直角坐标系能适应经纬度(坐标)的变化。
A convergence correction accommodates the change from rectangular coordinates to latitude and longitude.
探讨与研究了RBN/DGPS用户的静态定位经纬度残差与动态定位平均位置残差的校正数学模型。
The mathematics model is closely studied of residual correction of the dynamic fixed average position and static fixed position of longitude and latitude of the RBN/DGPS customer.
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