
RIEGL LiDAR WEBINAR: from static to kinematic | How to convert a terrestrial scanner to kinematic?
One of the main challenges is to increase mobility in data capture with LiDAR sensors. Currently, there are static laser scanners with great representativeness and high capacity for point cloud capture.
RIEGL, in its VZ-i series of equipment, for its VZ-400i and VZ-2000i models, has recently launched the possibility of converting these static devices into motion data capture equipment.
How? By incorporating an application called APP Kinematic, which is installed onboard the unit, and using RiscanPro software in the office, to process the data and optimize the trajectory from the point cloud.
In this webinar, we will review the complete capture workflow, where a RIEGL GNSS RTK receiver is incorporated, allowing for precise positioning at all times during the route. Once the capture is completed, the data is managed in the RiscanPro software to obtain a georeferenced deliverable product, such as a point cloud.
THURSDAY, MAY 18 | 15:00 TO 16:00H - GMT-4 | VIA ZOOM & YOUTUBE LIVE
AGENDA
| ⨭ Overview of RIEGL LiDAR technology |
| ⨭ VZ-400i and VZ-2000i equipment |
| ⨭ Positioning techniques using GNSS |
| ⨭ APP Kinematic |
| ⨭ Field capture workflow |
| ⨭ Point cloud processing and generation |
| ⨭ Scope in Mining and Engineering projects |
INSTRUCTORS

David Santos | RIEGL Development Manager
Geomatics Execution Engineer, he has worked in the geospatial sector, participating as a speaker in various seminars and events to promote the integration of laser scanner technology in the various relevant industries in the country.

Ariel Silva | Presales and Support Manager
Geomatics Execution Engineer and Master in Geomatics with experience in the application of geodesy, topography, and photogrammetry in engineering works. He has worked in the mining industry directly in open-pit mine operations, as well as in academia as a professor at various higher education institutions related to geomatics and geomensura, specializing in the adjustment of terrestrial and satellite geodetic observations.



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