Notes
Slide Show
Outline
1
Texas Spatial Reference Center
(proposed)
TXCC CORS Survey
and other THM goals
2
Challenge
  • Determining valid NAVD 88 heights for Texas CORS Antenna Reference Points.
3
Texas CORS Stations
4
Texas CORS with NAVD 88
5
 
6
 
7
 
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GPS Observations
  • Two independent sessions were observed at first-order benchmarks located within 250 meters of the TXCC CORS site.
  • All stations observed with Zephyr antennae.
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GPS Session Characteristics
  • Five (5) second epoch interval
  • Ten (10) degree elevation mask
  • Session duration minimum of four (4) hours
  • Two independent sessions separated by minimum of four hours.
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GPS Vector Reduction
  • Used NGS PAGE-NT (version 0601.25) .
    • Fifteen-degree (15) elevation mask
    • Thirty-second (30) observation interval
    • IGR (rapid orbit) ephemeris used (5cm level)
    • ITRF coordinates of TXCC (from file: sitecors.bin) used as reference station
    • Tropospheric unknowns not determined due to proximity of sites to reference station
    • L1 fixed integer solution
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Processing results
  • Good solutions were obtained for both sessions.
    • Overall rms for solutions were 0.0081m and 0.0057 meters for days 213 and 214 respectively.
  • Final solutions are fixed-integer L-1 only
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GPS verification of NAVD 88 values for bench marks
  • Published NAVD 88 heights for CORC A and CORC B  differ by 0.248 meters.
  • Minimally constrained adjustment yields a height difference of 0.252 meters (NAVD 88 comparison).
  • Digital leveling difference of 0.2513 meters.
  • Our GPS-derived values provide a check of 0.004 meters with published values.
    •  Geoid 03 values for all three points vary from -26.357 to -26.361 (range of 0.004 m)
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Corpus Christi CORS ARP
  • 17.33 m NAVD 88 ARP (old 2002)


  • 17.317 m NAVD 88 ARP (new 2006)
  • (to be published as 17.32 m)


  • Antenna hardware changed 2003


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Conclusion
For 2cm Orthometric TM59
  • 1) We have verified that GPS can yield NGS acceptable differences in height over short distances (less that 1 kilometer).


  • 2) First order digital leveling between control benchmarks validates vertical relationship. This also quality checks the GPS solution for bad integer determinations or other processing defects.
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Other Texas Height Modernization Project Goals
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GPS on NAVD 88 Benchmarks
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Software Development
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Hurricane Evacuation Route
Elevation Profiling
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CORS on NOS Tide Gauge
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Texas Height Modernization Forum

November 15-16, 2006
JJ Pickle Research Center
Austin, Texas

http://tsrc.tamucc.edu
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Thank you for your attention.