If you have experience with third-party software such as QGIS, you can perform the survey in an ETRF2000-based coordinate system and transform the coordinate system in the office into ETRS89 / UTM zone 32N.
If you have known points in your site in ETRS89 / UTM zone 32N, you can measure them in an ETRF2000-based coordinate system and apply localization to transform your coordinates.
The third method may require some research, but you can set up a custom coordinate system where you can enter the transformation parameters between the two datums and then define the projection.
Hi Zoltan,
thank you so much for your answer. I have anoter question: Can i collect points in Global CS and then create a new project with the required coordinate system and import the CSV file into it?
I had a short discussion with the team about your case. ETRF2000 is a realization of ETRS89, you don’t need the workaround that I listed previously. You can use your NTRIP service and measure in ETRS89 / UTM zone 32N right away. You should get centimeter-level precision.
Sorry if I confused you. However, I left my previous message as it is because it can be helpful for others whose datums are totally different.
Can i collect points in Global CS and then create a new project with the required coordinate system and import the CSV file into it?
Beacuse i see this answer: Converting Global CS to GDA2020
It could also work in your case, but this approach just adds an excessive step of manual conversion. So I’d stick with the simplest method.
Our NTRIP service provider in Italy, Smart Net by Hexagon, uses the ETRF2000 reference system to provide positioning services.
For our project, we need to use the following coordinate systems: UTM WGS84 Zone 33 (EPSG 32633) and orthometric height ITALGEO2005.
Can we still utilize the Smart Net service with these requirements?