Two new GPS surveys have been carried out to check the accuracy of an exist
ing gravimetric geoid in a test area located in northern Andalusia (Spain).
The fast collocation method and the remove-restore procedure have been use
d for the computation of the quasigeoid model. The Spanish height system is
based on orthometric heights, so the gravimetrically determined quasigeoid
has been transformed to a geoid model and then compared to geoid undulatio
ns provided by GPS and levelling at benchmarks belonging to the Spanish fir
st-order levelling network. The discrepancies between the gravimetric solut
ion and GPS/levelling undulations amount to +/-2 cm for one survey and FS c
m for another after fitting a plane to the geoid model.