Hi Kumate,
i only taken photos in dewap mode so i think the problem is non not related to that.
My inputs are in the same coordinate system.
Laser scannig survey walk parallel to this process i need drone photogrammetry to integrate some parts.
I used laser as comparison not in the same process.
I mentioned reference point simply to put attention about the deviation from a same points in laser susrvey and in photogrammetry software.
I don’t think the elevation problem is related to the elevation system couse seems non linear in different area of survey, and z is deviated also in a singular simple element like a roof height 4 meter form the same goround.
The rtk data is in epsg 4326 and related to the elissoid, do i have define some trasformation?
I don’t understand the problem becouse i’ve never have this experience with RC without using rtk and using GCP in local coordiantes that was my routine until this survey