The monthly sea level records that the PSMSL distribute are heights above a local datum. As a result, heights from one station cannot be compared with other records unless we know the difference in height between the two datums. For our RLR data set, the stability of the local station datum is ensured by fixing its height to a geodetic benchmark assumed to be on reasonably stable ground. The measurements taken from tide gauges in this way are known as relative mean sea level: height is measured relative to the local land. As a result, our data can be affected by vertical movement of the land.
For some analyses, we may wish to attempt to remove the land movement signal from the tide gauge record. For example, if we are attempting to construct a reconstruction of historical global mean sea level from PSMSL records. we need to remove the local land movement from each site before attempting to combine them into a global record.
In other cases, we may require sea level heights to be expressed with respect to an Earth-centred ellipsoid: for example, if we wish to compare sea level measured by tide gauges with sea level measured by satellite altimetry. In this case, we need to know the height difference between the local tide gauge datum and the reference ellipsoid used.
We can try and solve both of these cases by using continuous GNSS measurements from a receiver located near the tide gauge. The sketch below illustrates a typical tide gauge installation. The GNSS receiver measures heights relative to an ellipsoid, and can be used to estimate the rate of vertical movement of the local land mass. The tide gauge datum can be associated with these estimates if routine geodetic levelling campaigns are carried out between the tide gauge benchmark and the GNSS receiver.
PSMSL have been working in collaboration with colleagues at SONEL, the GLOSS data centre for GNSS measurements, to make it easier to connect PSMSL RLR data with SONEL's GNSS data. Where a link to a GNSS receiver can be established, on PSMSL's station page (e.g. the station page for Newlyn), the station information section will note that a link to the ellipsoid is available.
Details of the links are provided on a new "Ellipsoidal information" section of a station's RLR diagram page (e.g. the RLR diagram page for Newlyn). This contains the following information:
The particular reference ellipsoid used for the University of La Rochelle GPS solutions is GRS80.
A comprehensive list of all available links are contained in a text file.