Retrofit Reimagined - UAV Workshop with Paul MacMahon
NDSA Branch Secretary Paul delivered a workshop on UAV applications in Architecture
Each survey is uniquely tailored to achieving the aims of the survey. Output requirements, such as point cloud, will determine variables such as manual versus autonomous flying, flight frequency and duration, and speed of the device and camera orientation.
Further variables from the specifics of the site also come into influencing the planning of the survey flight.
Outputs achievable from UAV survey as such this can include:
Photo survey
Orthophoto
DEM
Dense Point Cloud
Point Cloud Classification
Cross Sections
Contours
2D CAD plans of buildings and site
2D CAD Sections
Dimension extractions from Point Cloud
Example of some of those outputs, or deliverables, can be seen below.
The group moved onto another location, this time overlooking the main central area of the site. This demonstration included a photogrammetry mapping sequence for the purposes of producing a PointCloud and other associated outputs.
The composite image below, and the Digital Elevation Model (DEM) beneath, was built with a sample of 50 high-resolution geo-referenced photographs and processed using photogrammetry software
Above: Solid Mesh generation
The models lack of definition is a consequence of the lack of rigour in capturing the images, where ordinarily for the purpose of generating any kind of photogrametry output a higher concentration of images is required.
Sufficient overlap and coverage of structures is necessary to get a more crips, clean and authentic representation of the structure.
Above: The camera are marked in black. They show the respective locations of the camera relative to one another.
Considerably higher overlap will be required for improved accuracies of the final models.