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Publicación relacionada
| IsCitedBy: Iglesias, L., López-Cuervo, S., Rodríguez-Solano, R., & Castro, M. (2025). Impact of Speed and Differential Correction Base Type on Mobile Mapping System Accuracy. Remote Sensing, 17(24), 4064.doi: https://doi.org/10.3390/rs17244064 |
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Notas
| 1. Diccionario datos
GNSS DiferentialCorrection Strategy:
Z60 = proximate local base for diferencial correction
SINGLE = physical station of the National Geographic Institute for diferencial correction
VRS = virtual reference stations for diferencial correction
Speed:
40 = 40 km/h
60 = 60 km/h
Lane:
Outbound = outward travel direction
Inbound = return travel direction
Case:
S60O = SINGLE DiferentialCorrection, 60 km/h, Outbound
V60O = VRS DiferentialCorrection, 60 km/h, Outbound
Z40I = Z60 DiferentialCorrection, 40 km/h, Inbound
Z40O = Z60 DiferentialCorrection, 40 km/h, Outbound
Z60I = Z60 DiferentialCorrection, 60 km/h, Inbound
Z60O = Z60 DiferentialCorrection, 60 km/h, Outbound |