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GEOID03 in Louisiana and Alaska
Dr. Yan M Wang and Dr. Daniel R RomanGeodesist, NGS/NOAA
ACSM Annual Conference and Technology ExhibitionOrlando, FLApril 21-26, 2006
Geoid03 update in Louisiana
• Subsidence corrections to the leveling network (85 pts) provided by LSRC
• Subsidence corrections are computed from a model, and further improvement is expected
• The leveling network will be readjusted in the National Spatial Reference System in February, 2007.
Few Remarks
• Updated Vertical Time-dependent Positioning bench marks must be used for all applications
• New survey along one long level line of 40 km, running from the coast inland as close to North/South is under discussion
The Geoid in Alaska
• NGS has computed a gravimetric geoid for Alaska as a separate computational area since GEOID96
• Gravimetric only; No hybrid possible– Lack of wide-spread GPS on leveled benchmarks– Refers to ITRF origin, not NAD 83
~2.24 m
NAD 83 origin
ITRFxx origin
Earth’s Surface
hNAD83 hITRF
Simplified Concept of NAD 83 vs. ITRF
hNAD83 – hITRF varies smoothly by latitude
and longitude
Gravity Holdings Zoom near Nome- Note lack of good near-shore data- Some sparseness in terrestrial network- Airborne gravity could solve both of these
GEOID99 vs GEOID03 in Alaska
• An error in how OPUS estimates orthometric heights was found during FAA airport surveys– OPUS/GPS yields NAD 83 ellispoid height– GEOID99 is an ITRF/GRS80 geoid height– Incompatible!
• GEOID03 was created in Alaska to fix this problem
Alaskan GEOID99 vs GEOID03
Erroneously, OPUS was doing:H≈h83-N99
Now, correctly, OPUS does:H≈h83-N03
~2.24 m
NAD 83 origin
ITRF96 origin
Earth’s Surface
hNAD83
hITRF00GEOID99 (refers toITRF96 centered
ellipsoid)
N99
N03
GEOID03 (refers toNAD 83 centered
ellipsoid)
Note: Physical location of geoid In space has not changed
from 99 to 03!
Geoid
The Geoid in Alaska (2)
• Ongoing research– GPS on leveled benchmarks vs GEOID03– Accuracy assessments– Better theory– Better data
• Airborne gravity– Most logical way to collect accurate data in areas
previously unvisited
Final snag: Heights change over time!
• All heights needs monitoring:– Crustal motion (affects H, h)– Gravity changes (affects H, N)– h=H+N
• Monitoring can be done efficiently:– GPS for crustal monitoring– Spot gravity re-visits for gravity monitoring– Re-leveling is not efficient
• Lest we forget, Alaska has some very active geology…
Questions/Comments?
• Dr. Yan M Wang and Dr. Daniel R Roman• Geodesist, National Geodetic Survey
• [email protected]• 301-713-3202 x 127
• [email protected]• 301-713-3202 x 161