1. Chapter 8: The future geodetic reference frames Thomas Herring, Hans-Peter Plag, Jim Ray, Zuheir Altamimi

2. 02/07/07GGOS Chapter 82 Status The method of realizing the geodetic reference frame is still being debated. Current sections: –8.1 Concepts of frame and system –8.2 Reference frame formulation –8.3 Linking geodetic measurements –8.4 Potential field and geometric frames –8.5 Time variation of reference frame –8.6 Components needed for reference frame –[8.7 Solar system dynamic reference frames?] -- Should be included in 8.1, and 8.3.

3. 02/07/07GGOS Chapter 83 8.1 Concepts Two systems needed: Terrestrial rotating system and external inertial system. The terrestrial reference system is based on potential. Given a Cartesian frame, time dependent mass elements are assigned to each X,Y,Z coordinate. The integrals of potential for this system are divided into solid-Earth, fluid core and outer fluid envelope. Surface coordinates correspond to surface mass elements and in a consistent formulation, gravity and position changes are related. The problem is how to determine the motion of the mass elements?

4. 02/07/07GGOS Chapter 84 Concepts Ideally, all forces and rheologies of system would be known and motions can be computed. Earth rotation variations would be the degree-1 toroidal components, averaged over a specific region, such as crustal layer, of the deformation field. Many of these forces are ready well known (e.g., tides), others such as plate tectonic forces can be approximated, and others are not well known but can be inferred from geodetic measurements (hydrographic loading) Develop a reference system that allows inputs from different geodetic components to realize the frame. Example next slide.

5. 02/07/07GGOS Chapter 85 Example Concept Hydrographic/Atmospheric loading: –Atmospheric load from metrological analysis fields –Gravity missions such as GRACE measure changes in gravity which are interpreted as surface load changes. –The mass changes in the fluid envelope cause deformations in the solid Earth –The instantaneous realization of the reference frame would incorporate the loading deformations associated with the gravity changes accounting for the effects of the loading on the satellite tracking and EOP. This would be one effect of many. Other effects would be earthquake generated signals, atmospheric loading, internal stress changes in the Earth.

6. 02/07/07GGOS Chapter 86 Height estimates at WILL from PBO combined data product RMS scatter 3.7 mm (no corrections)

7. 02/07/07GGOS Chapter 87 Zoom during winter of 2006 Notice high correlation of estimates with atmospheric pressure loading. Brown curve is load signal from other mass inferred from the GRACE mission.

8. 02/07/07GGOS Chapter 88 GRACE Expected load anomaly September 2006 Data obtained from the University of Colorado GRACE website: geoid.colorado.edu/grace/grace.php

9. 02/07/07GGOS Chapter 89 Grace load anomaly April 2006 Data obtained from the University of Colorado GRACE website: geoid.colorado.edu/grace/grace.php

10. 02/07/07GGOS Chapter 810 Amplitude of annual of load signal

11. 02/07/07GGOS Chapter 811 RMS residual load signal after annual removed

12. 02/07/07GGOS Chapter 812 8.2 Reference Frame Formulation Temporal variations of site coordinates will be complex in general and as more is learned about the Earth, the motion complexity will increase. Sites would be divided into two types: –“Frame realization” sites that would have “simple, well characterized motions” (plate motion, GIA, loading not too effected by ocean effects). – Reference frame sites that could have more complicated motions (e.g., earthquake postseismic) but are needed to allow user local access to the reference frame. Anomalous station motion would be defined as a deviation of observed motion from predicted motion. Enough redundancy in the frame realization sites is needed to allow the detection of anomalous motion.

13. 02/07/07GGOS Chapter 813 8.3 Linking geodetic measurements Section to discusses issues of linking ground geodetic systems to satellite and celestial systems Linkage of geodetic systems e.g., collocation of ground systems versus linkage through orbits (corner cubes in satellites) Inertial frame from quasars and solar system dynamics

14. 02/07/07GGOS Chapter 814 8.4 Potential and Geometric reference frames Orthometric heights versus ellipsoidal heights In reference system definition, the gravimetric concept is imbedded however spatial resolution may not be adequate? Depends on future missions

15. 02/07/07GGOS Chapter 815 8.5 Time variations of reference frame Summary of the magnitudes of changes expected from various signals: –Plate tectonics –Glacial isostatic adjustment –Tidal (earth and ocean and ocean loading) –Loading atmosphere, hydrology, fluid core Document effects on position, rotation and gravity Most of this information is in other chapters

16. 02/07/07GGOS Chapter 816 8.6 Components needed Section looks at temporal, spatial resolutions and latency need from frame resolution. Temporal and spatial resolution possible with future gravity missions