Analytical triangulation Sample Clauses

Analytical triangulation. The process of expanding a skeletal network of ground control points to provide the dense control network to reference each individual photogrammetric stereo model to the actual ground.
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Analytical triangulation. The process of expanding a skeletal network of ground control points to provide the dense control network to reference each individual photogrammetric stereo model to the actual ground. DocuSign Envelope ID: E7364B4B-1AEE-40DF-BDDE-5670501BD1AD
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Analytical triangulation. The Photogrammetrist or Mapping Scientist must process the non-metric digital aerial photography, ground control, and airborne GPS/IMU data (if collected) to develop an absolute orientation of the imagery suitable for map compilation at the required accuracy.
Sample 1
Analytical triangulation. The process of expanding a skeletal network of ground control points to provide the dense control network to reference each individual photogrammetric stereo model to the actual ground.  DGN – A two or three dimensional graphics file produced by MicroStation V8i. These files may contain features and improvements plotted in a horizontal plane along the N and E axes which correspond to Texas State Plane Coordinates. These files may contain 2D or 3D elements representing topographic, existing, proposed, schematic, and general layout features.  Digital terrain Model (DTM) – A three dimensional digital model of the ground containing those features necessary to define surface relief. A three dimensional model does not normally contain those planimetric features not necessary to define relief.  Flight Map – A map depicting the flight line layout over the project area.  Ground control – Ground control targets sufficient in number and geospatial distribution to allow analytical triangulation and mapping to meet American Society for Photogrammetry and DocuSign Envelope ID: 3834C76D-F898-4EF5-A280-35D1D4DA0CBD Remote Sensing (ASPRS) Class standard for 1” = 40’ scale map accuracy with a one foot contour interval.  Horizontal and Vertical Ground Control – Survey control points for which the N and E coordinate and elevation have been determined by on‐the‐ground surveys.
Sample 1

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