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1
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2
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- Determining valid NAVD 88 heights for Texas CORS Antenna Reference
Points.
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3
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4
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5
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6
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7
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8
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- 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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9
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- 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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10
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- 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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11
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- 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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12
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- 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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13
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- 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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14
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- 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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21
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