Workflow: Process Aerial Photogrammetry Data
Import aerial survey data that was captured with a UAS (unmanned aircraft system) aerial mapping and survey system, adjust aerial photo stations using automatically detected tie points and, optionally, trajectories and/or manually measured ground control points (GCPs), and create orthomosaic, raster-based digital surface model (DSM), and point cloud deliverables. Following are the the basic steps for this workflow. For more detailed instructions, see Import and Process Aerial Photogrammetry Data, Merge Aerial Survey Flight Missions, Adjust Aerial Survey Photo Stations, and Create Aerial Survey Deliverables. |
Steps: |
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Commands: |
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Use the Project Settings dialog (select Coordinate System in the left navigation pane) to verify that your project is configured with the correct coordinate system for the aerial survey. |
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If the UAS data includes a JXL (.jxl) file:
If the UAS data does not include a JXL (.jxl file):
If the Receiver Raw Data Check In dialog displays, verify and/or select options as described in Raw Data Check-In Options. Then click OK. |
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If necessary, use the Merge Flight Missions command to merge multiple flight missions into a single mission. |
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If the data is from a trajectory-enabled UAS, process baselines for the continuous data contained in the receiver file to create a trajectory in your project. (The trajectory will provide the control needed to perform an absolute adjustment.) |
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Use the Adjust Photo Stations command to adjust the aerial photo stations relative to each other (relative adjustment) and to the ground (absolute adjustment). View adjustment results and make changes if necessary. Note: If you are working with autonomous UAS data, you will need to measure at least five control points to use in the absolute adjustment. |
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View adjusted aerial survey data in the software. |
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Use the Create Deliverables command to create a point cloud, elevation raster, and/or orthomosaic image from aerial survey data. |
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