Title | Author(s) | Date | Link |
---|---|---|---|
Absolute Ionosphere Slant Delays from Ambiguous Carrier Phase Data | Smith, D.A. | Jan 2005 | (PPT or paper, both are PDF) |
Accuracy Analysis of Various NGS Ionosphere Estimation Models | Grejner-Brzezinska,D., Wielgosz, P. & Kashani, I. | Jul 9, 2004 | |
An Accuracy Assessment of the GEOID96 Geoid Height Model for the State of Ohio | Milbert, D.G. | HTML | |
Accuracy Assessment of the National Geodetic Survey's OPUS-RS Utility | Schwarz, C.R., Snay, R.A. & Soler, T. | 2009 | |
Accuracy of GPS-derived Relative Positions as a Function of Interstation Distance and Observing-session Duration | Eckl, M.C. et al. | 2001 | |
Accuracy of OPUS Solutions for 1- to 4-h Observing Sessions | Soler, T. et al. | 2006 | |
Anomalous Harmonics in the Spectra of GPS Position Estimates | Ray, J.R. et al. | 2008 | |
Baltimore County, Maryland, NAVD 88 GPS-derived Orthometric Height Project | Henning, W.E., Carlson, E.E. & Zilkoksi, D.B. | ||
Characterization of Periodic Variations in the GPS Satellite Clocks | Senior, K.L., Ray, J.R. & Beard, R.L. | Feb 14, 2008 | |
Combining Two GPS techniques: Parting the Waters | Soler, R. et al. | 2001 | |
Comparison of Very Long Baseline Interferometry, GPS, and Satellite Laser Ranging Height Residuals from ITRF2005 Using Spectral and Correlation Methods | Collileux, X.,et al. | Dec 28, 2007 | |
A Compendium of Transformation Formulas Useful in GPS Work | Soler, T. | 1998 | |
Computing GPS-derived Orthometric Heights with the GEOID90 Geoid Height Model | Milbert, D.G. | HTML | |
Computing Unambiguous Total Electron Content and Ionosphere Delays Using Only Carrier Phase Data from NOAA's CORS Network | Smith, D.A. | Apr 2004 | (PPT or paper, both are PDF) |
Continuously Operating Reference Station (CORS): History, Applications, and Future Enhancements | Snay, R.A. & Soler, T. | Nov 2008 | |
Evaluation of Co-location Ties Relating the VLBI and GPS Reference Frames | Ray, J.R. & Altamimi, Z. | May 30, 2005 | |
Evaluation of the High Accuracy Reference Network Relative to the Continuously Operating Reference Stations | Milbert, K.O. | HTML | |
The Evolution of the NGS Continuously Operating Reference Station Network and Online Positioning User Service | Stone, W.A. | Jul 27, 2006 | |
Extending the National Geodetic Survey Standard GPS Orbit Formats TR NOS 133 NGS 46 | Remondi, B.W. | Nov 1989 | Geometric Geodetic Accuracy Standards and Specifications for Using GPS Relative Positioning Techniques | Hull, RADM W.V. | Aug 1989 |
A Geodesist's View of the Ionosphere | Mader, G.L. | PPT | |
Geometric Geodetic Accuracy Standards and Specifications for Using GPS Relative Positioning Techniques | Hull, RADM W.V. | Aug 1989 | |
Global GPS Data Analysis at the National Geodetic Survey | Kass, W.G. et al. | 2009 | |
Global Positioning System Carrier Phase: Description and Use | Remondi, B.W. | 1985 | |
GPS Alignment Survey and Meridian Convergence | Soler, T. & Fury, R.J. | 2000 | |
GPS-Assisted Phototriangulation Package (GAPP) - NOAA TM NOS C&GS 2 | Lucas, J.R. | Nov 1989 | |
GPS CORS and Precise Orbit Data from the National Geodetic Survey | Spofford, P.R. | Apr 1996 | |
GPS High Accuracy Networks in Mexico | Soler, T. et al. | 1996 | |
GPS Precision with Carrier Phase Observations: Does Distance and/or Time Matter? | Snay, R.A., Soler, T. & Eckl, M. | 2002 | |
GPS Results from Statewide High Precision Networks in the United States | Soler, T. et al. | 1992 | |
Guidelines for Establishing GPS-Derived Ellipsoid Heights - NOAA TM NOS NGS-58 | Zilkoski, D.B., D'Onofrio, J.D., Frakes, S.J. | Nov 1997 | PDF or HTML |
Guidelines for Establishing GPS-derived Orthometric Heights (Standards: 2 cm and 5 cm) NOAA TM NOS NGS-59 | Zilkoski, D.B., Carlson, E.E., & Smith, C.L. | Mar 26, 2008 | |
Guidelines for New and Existing Continuously Operating Reference Stations (CORS) | National Geodetic Survey | Feb 26,2006 | |
Guidelines for Real Time GNSS Networks - Draft Release | National Geodetic Survey | Mar 29,2011 | |
High Accuracy Reference Networks, A National Perspective | Strange, W.E. & Love, J.D. | Sep 1991 | |
IGS Reference Frames: Status and Future Improvements | Ray, J,R., Dong, D. & Altamimi, Z. | 2004 | |
IGS reprocessing, summary of orbit-clock combination and first quality assessment | Gendt,G., Griffiths J., Nischan T. & Ray, J,R. | 2010 | |
Ionosphere Monitoring Using NOAA's CORS Network | Smith, D.A. | Sep 2004 | |
Ionospheric Data Assimilation Methods for Geodetic Applications | Spencer, P.S.J., Robertson, D.S. & Mader, G.L. | Apr 2004 | |
Is There Utility in Rigorous Combination of VLBI and GPS Earth Orientation Parameters? | Ray, J.R., Kouba, J. & Altamimi, Z. | Nov 10, 2005 | |
National Continuously Operating Reference Station (CORS) Site Monumentation | National Geodetic Survey | Feb 2006 | |
A National Spatial Data System Framework: Continuously Operating GPS Reference Stations | Strange, W.E. | Sep 1994 | |
NGS GPS Orbit Determination | Aug 2003 | PPT | |
NGS User Guidelines for Single Base Real Time GNSS Positioning v2.1 | Henning, W.E. | Aug 2011 | |
The On-line Positioning User Service (OPUS) | Mader, G.L. et al. | May 2003 | |
On the Precision and Accuracy of IGS Orbits | Griffiths, J. & Ray, J.R. | 2009 | |
OPUS Becomes Available in Mexico | Soler, T.& Hernández-Navarro, I.A. | Dec 2006 | |
OPUS Projects - A Web-Based Application to Administer and Process Multi-Day GPS Campaign Data | Weston, N.D., Mader, G.L. & Soler, T. | May 2007 | |
OPUS Rapid Static | Martin, D.J. | Apr 2007 | |
Overview of Global Positioning System Continuously Operating Reference Stations | Stone, W.A. | HTML | |
Status of IGS Core Products | Ray, J,R. & Griffiths J. | 2010 | |
Other articles on CORS... |