4.6 Article

Coastal sea level measurements using a single geodetic GPS receiver

Journal

ADVANCES IN SPACE RESEARCH
Volume 51, Issue 8, Pages 1301-1310

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.asr.2012.04.017

Keywords

GNSS; GPS; SNR; Reflected signals; Sea level; Tide gauge

Funding

  1. 150th Anniversary Visiting Professorship at the Chalmers University of Technology
  2. U.S. National Science Foundation (NSF) [EAR 0948957, AGS 0935725]
  3. NSF [EAR-0350028, EAR-0732947]
  4. Adlerbert Research Foundation
  5. Directorate For Geosciences
  6. Division Of Earth Sciences [1144221] Funding Source: National Science Foundation
  7. Div Atmospheric & Geospace Sciences
  8. Directorate For Geosciences [0935725] Funding Source: National Science Foundation

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This paper presents a method to derive local sea level variations using data from a single geodetic-quality Global Navigation Satellite System (GNSS) receiver using GPS (Global Positioning System) signals. This method is based on multipath theory for specular reflections and the use of Signal-to-Noise Ratio (SNR) data. The technique could be valuable for altimeter calibration and validation. Data from two test sites, a dedicated GPS tide gauge at the Onsala Space Observatory (OSO) in Sweden and the Friday Harbor GPS site of the EarthScope Plate Boundary Observatory (PBO) in USA, are analyzed. The sea level results are compared to independently observed sea level data from nearby and in situ tide gauges. For OSO, the Root-Mean-Square (RMS) agreement is better than 5 cm, while it is in the order of 10 cm for Friday Harbor. The correlation coefficients are better than 0.97 for both sites. For OSO, the SNR-based results are also compared with results from a geodetic analysis of GPS data of a two receivers/antennae tide gauge installation. The SNR-based analysis results in a slightly worse RMS agreement with respect to the independent tide gauge data than the geodetic analysis (4.8 cm and 4.0 cm, respectively). However, it provides results even for rough sea surface conditions when the two receivers/antennae installation no longer records the necessary data for a geodetic analysis. (C) 2012 COSPAR. Published by Elsevier Ltd. All rights reserved.

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