Our customer has a threee year old least squares adjustment of an Airport runway, there has been some subsidence, he’s planning on using horizontal distances and angles from three years ago and combining it with a level traverse and observations from our Topcon GLS scanners. The GLS workflow will use resection of prisms on fixed height mini tripods over existing control. The GLS measures prisms and records slope distance, horizontal and vertical angles.
Differential heights, GLS observations, with horizontal distances and angles from three years ago will be used in a least squares analysis to determine new control coordinates, these will be used to register the scans, which will be used to identify areas of subsidence.
There’s only a small time window, this is the only practical method to collect the data needed, accurately within the available time.