Matches in DBpedia 2016-04 for { ?s ?p "A Resection (Free Stationing) in Surveying is used to establish Coordinates for the position and orientation of a Total station. The position of the instrument can be chosen free and for best visibility to all points to be measured. With the Total station Bearings and Distances are measured to at least two known points of a Control network. These recorded data are related to local polar coordinates, defined by the Horizontal Circle of the Total station. By a geometric transformation these polar coordinates are transformed to the coordinate system of the Control network. Errors are distributed by Least squares adjustment. The position and orientation of the Total station in relation to the Control network is established."@en }
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- Resection_(Free_Stationing) abstract "A Resection (Free Stationing) in Surveying is used to establish Coordinates for the position and orientation of a Total station. The position of the instrument can be chosen free and for best visibility to all points to be measured. With the Total station Bearings and Distances are measured to at least two known points of a Control network. These recorded data are related to local polar coordinates, defined by the Horizontal Circle of the Total station. By a geometric transformation these polar coordinates are transformed to the coordinate system of the Control network. Errors are distributed by Least squares adjustment. The position and orientation of the Total station in relation to the Control network is established.".
- Q1454028 abstract "A Resection (Free Stationing) in Surveying is used to establish Coordinates for the position and orientation of a Total station. The position of the instrument can be chosen free and for best visibility to all points to be measured. With the Total station Bearings and Distances are measured to at least two known points of a Control network. These recorded data are related to local polar coordinates, defined by the Horizontal Circle of the Total station. By a geometric transformation these polar coordinates are transformed to the coordinate system of the Control network. Errors are distributed by Least squares adjustment. The position and orientation of the Total station in relation to the Control network is established.".