The best method to ensure negligible drift with large-scale SLAM point clouds is to use external information such as control points or GPS in order to realign drift found within the odometric trajectory and conform each map. While all AutoMap’s systems do this automatically, Surveyors will need to make note of their control point density vs the speed and length of data capture to maintain a level of minimal global accuracy.
For example, this animation demonstrates the results of mapping 1km of a subterranean mine decline. When travelling less than 5km an hour only 1 control point would be needed for this distance. However, if you were to increase the travel speed to 30km an hour over the same distance, control would be required every 150m.
Different environments require different levels of control point density. Unlike stationary surveying systems, SLAM’s drift is a result of distance, not time. The slower you go, the less control is needed and the more data-rich and accurate your scans will turn out.