Study of NSSDA Variability by Means of Automatic Positional Accuracy Assessment Methods
Fecha
2019-12-02
Título de la revista
ISSN de la revista
Título del volumen
Editor
MDPI
Resumen
Point-based standard methodologies (PBSM) suggest using ‘at least 20’ check points in
order to assess the positional accuracy of a certain spatial dataset. However, the reason for decreasing
the number of checkpoints to 20 is not elaborated upon in the original documents provided by
the mapping agencies which develop these methodologies. By means of theoretical analysis and
experimental tests, several authors and studies have demonstrated that this limited number of points
is clearly insu cient. Using the point-based methodology for the automatic positional accuracy
assessment of spatial data developed in our previous study Ruiz-Lendínez, et al (2017) and specifically,
a subset of check points obtained from the application of this methodology to two urban spatial
datasets, the variability of National Standard for Spatial Data Accuracy (NSSDA) estimations has
been analyzed according to sample size. The results show that the variability of NSSDA estimations
decreases when the number of check points increases, and also that these estimations have a tendency
to underestimate accuracy. Finally, the graphical representation of the results can be employed in
order to give some guidance on the recommended sample size when PBSMs are used.
Descripción
Palabras clave
spatial data accuracy, automatic assessment, standards, NSSDA estimations
Citación
Ruiz-Lendínez, J. J., Ariza-López, F. J., & Ureña-Cámara, M. A. (2019). Study of NSSDA Variability by Means of Automatic Positional Accuracy Assessment Methods. ISPRS International Journal of Geo-Information, 8(12), 552. https://doi.org/10.3390/ijgi8120552