Global Positioning Systems: Technology, CORS/OPUS and Orbits
Title | Link |
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Absolute Ionosphere Slant Delays from Ambiguous Carrier Phase Data | (PPT or paper, both are PDF) |
Accuracy Analysis of Various NGS Ionosphere Estimation Models | |
An Accuracy Assessment of the GEOID96 Geoid Height Model for the State of Ohio | HTML |
Accuracy Assessment of the National Geodetic Survey's OPUS-RS Utility | |
Accuracy of GPS-derived Relative Positions as a Function of Interstation Distance and Observing-session Duration | |
Accuracy of OPUS Solutions for 1- to 4-h Observing Sessions | |
Anomalous Harmonics in the Spectra of GPS Position Estimates | |
Baltimore County, Maryland, NAVD 88 GPS-derived Orthometric Height Project | |
Characterization of Periodic Variations in the GPS Satellite Clocks | |
Combining Two GPS techniques: Parting the Waters | |
Comparison of Very Long Baseline Interferometry, GPS, and Satellite Laser Ranging Height Residuals from ITRF2005 Using Spectral and Correlation Methods | |
A Compendium of Transformation Formulas Useful in GPS Work | |
Computing GPS-derived Orthometric Heights with the GEOID90 Geoid Height Model | HTML |
Computing Unambiguous Total Electron Content and Ionosphere Delays Using Only Carrier Phase Data from NOAA's CORS Network | (PPT or paper, both are PDF) |
Continuously Operating Reference Station (CORS): History, Applications, and Future Enhancements | |
Evaluation of Co-location Ties Relating the VLBI and GPS Reference Frames | |
Evaluation of the High Accuracy Reference Network Relative to the Continuously Operating Reference Stations | HTML |
The Evolution of the NGS Continuously Operating Reference Station Network and Online Positioning User Service | |
Extending the National Geodetic Survey Standard GPS Orbit Formats TR NOS 133 NGS 46 | |
Geometric Geodetic Accuracy Standards and Specifications for Using GPS Relative Positionging Techniques | |
A Geodesist's View of the Ionosphere | PPT |
Global GPS Data Analysis at the National Geodetic Survey | |
Global Positioning System Carrier Phase: Description and Use | |
GPS Alignment Survey and Meridian Convergence | |
GPS-Assisted Phototriangulation Package (GAPP) - NOAA TM NOS C&GS 2 | |
GPS CORS and Precise Orbit Data from the National Geodetic Survey | |
GPS High Accuracy Networks in Mexico | |
GPS Precision with Carrier Phase Observations: Does Distance and/or Time Matter? | |
GPS Results from Statewide High Precision Networks in the United States | |
Guidelines for Establishing GPS-Derived Ellipsoid Heights - NOAA TM NOS NGS-58 | PDF or HTML |
Guidelines for Establishing GPS-derived Orthometric Heights (Standards: 2 cm and 5 cm) NOAA TM NOS NGS-59 | |
Guidelines for New and Existing Continuously Operating Reference Stations (CORS) | |
IGS Reference Frames: Status and Future Improvements | |
Ionosphere Monitoring Using NOAA's CORS Network | |
Ionospheric Data Assimilation Methods for Geodetic Applications | |
Is There Utility in Rigorous Combination of VLBI and GPS Earth Orientation Parameters? | |
National Continuously Operating Reference Station (CORS) Site Monumentation | |
A National Spatial Data System Framework: Continuously Operating GPS Reference Stations | |
NGS GPS Orbit Determination | PPT |
NGS User Guidelines for Single Base Real Time GNSS Positioning v1.0 | |
The On-line Positioning User Service (OPUS) | |
On the Precision and Accuracy of IGS Orbits | |
OPUS Becomes Available in Mexico | |
OPUS Projects - A Web-Based Application to Administer and Process Multi-Day GPS Campaign Data | |
OPUS Rapid Static | |
Overview of Global Positioning System Continuously Operating Reference Stations | HTML |
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