SURVEY ACCURACY | |||
Survey technique | Coordinates | SUB-AREA 1 | SUB-AREA 2 |
GNSS | E | ±10 mm | ±10 mm |
N | ±10 mm | ±10 mm | |
H | ±50 mm | ±50 mm | |
Laser Scanner | E | ±10 mm | ±10 mm |
N | ±10 mm | ±10 mm | |
H | ±10 mm | ±10 mm | |
Close range photogrammetry | E | ±55 mm | ±40 mm |
N | ±70 mm | ±40 mm | |
H | ±200 mm | ±240 mm |