If you wish to contribute or participate in the discussions about articles you are invited to contact the Editor
Aerial Survey: Difference between revisions
Rui.Pereira (talk | contribs) No edit summary |
Rui.Pereira (talk | contribs) No edit summary |
||
Line 24: | Line 24: | ||
== Application Characterization == | == Application Characterization == | ||
The 3D visualization of the data collected by aerial surveys can be created by georeferencing the aerial photos and other sensor data (laser, radar,...) in the same reference frame, orthorectifying the aerial photos, and then draping the orthorectified images on top of the other sensors grid. It is also possible to create digital terrain models and thus 3D visualisations using multiple aerial photographs. Techniques such as adaptive least squares stereo matching are then used to produce a dense array of correspondences which are transformed through a camera model to produce a dense array of x, y, z data which can be used to produce digital terrain model and orthoimage products[[Wikipedia:Photogrammetry|Photogrammetry in Wikipedia]]. | |||
== Application Examples == | == Application Examples == |
Revision as of 17:30, 15 September 2011
Applications | |
---|---|
Title | Aerial Survey |
Author(s) | GMV. |
Level | Medium |
Year of Publication | 2011 |
Aerial Survey is a form of collection of geographical information using airborne vehicles. The collection of information can be made using different technologies such as aerial photography, radar, laser or from remote sensing imagery using other bands of the electromagnetic spectrum, such as infrared, gamma, or ultraviolet[1]. For the information collected to be useful this information needs to be georeferenced. The georeferencing of information is usually done using GNSS with similar techniques as the techniques used for dynamic land surveying.
Application Architecture
Aerial Surveying is normally done using maned aeroplanes were the sensors (cameras, radars, lasers, detectors, etc) and the GNSS receiver are setup and are calibrated for the adequate georeferencing of the collected data. Apart from maned aeroplanes, other aerial vehicles can be also used such as UAVs, ballons, helicopters.
Multiple sensors of different or similar types can be used in order to collect different types of information or to be able to build 3D computer models of the terrain (e.g. stereoscopic cameras).
The data collected can be used for different purposes such as:
- Sea surveys (sea level, temperature, undulation, etc)
- Land survey (cartography, topography, feature recognition, etc)
- Monitoring vegetation and ground cover
- Reconnaissance
Application Characterization
The 3D visualization of the data collected by aerial surveys can be created by georeferencing the aerial photos and other sensor data (laser, radar,...) in the same reference frame, orthorectifying the aerial photos, and then draping the orthorectified images on top of the other sensors grid. It is also possible to create digital terrain models and thus 3D visualisations using multiple aerial photographs. Techniques such as adaptive least squares stereo matching are then used to produce a dense array of correspondences which are transformed through a camera model to produce a dense array of x, y, z data which can be used to produce digital terrain model and orthoimage productsPhotogrammetry in Wikipedia.
Application Examples
Two of the most used forms of Aerial Survey are:
- Aerial Laser Profiling - Aerial Laser Profiling uses short duration laser pulses that are emitted towards the ground, reflected and detected by a receiver in the airborne vehicle. The time between the emission of the pulse and the reception can be used to determined the distance traveled by the pulse.
- Aerial Photogrammetry - In aerial photogrammetry aerial photos are taken in order to produce 2D or 3D terrain models. Multiple cameras might need to be used to build 3D models.
Notes