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General / Re: Mavic 3E and Trimble X7 Alignment
« Last post by Paulo on May 23, 2023, 07:19:37 PM »My suggestion would be extract foto identifiable GCPS from your laser scan survey and use them to reference the Mavic3 chunk and then merge laser scan and drone chunk....
My worry is why you get 40 mm error on GCPs on your drone Survey done at 7 m distance from building. This would give you around 2 mm GSD and a correct alignment/modelling should give errors around 2 to 4 mm not 40!
My worry is why you get 40 mm error on GCPs on your drone Survey done at 7 m distance from building. This would give you around 2 mm GSD and a correct alignment/modelling should give errors around 2 to 4 mm not 40!