Case Studies
Mar 29, 2016

Interpreting OPUS-Static Results Accurately

Publication: Journal of Surveying Engineering
Volume 142, Issue 4

Abstract

The Online Positioning User Service (OPUS) operated by the National Geodetic Survey (NGS) has consolidated into a very attractive tool for surveyors, engineers, and the academic community to procure precise/accurate positions from global positioning system (GPS) observations. The OPUS utility continues to be improved since it was successfully launched in 2000. In general, each update results in better reliability of the precision and accuracy of OPUS solutions. However, necessary software modifications could also introduce certain biases, some significant, complicating the interpretation of OPUS results, particularly for applications that rely on high-accuracy absolute positions. This article concentrates on the interpretation of OPUS-Static solution reports primarily in relation to the transformation of reference frames and geoid models, which are two basic scientific ingredients in practical geodetic-surveying enterprises. One-year continuous GPS observations collected at a landslide site in Puerto Rico were uploaded to OPUS-Static on April 20, 2011; October 30, 2013; and April 29, 2015. The OPUS solutions obtained at these three dates were compared. This case study indicates that very considerable changes in orthometric height and horizontal coordinates could occur among OPUS outputs processed at different dates. OPUS users who focus on absolute positional coordinates should pay special attention to the periodic updating of reference frames and geoid models by NGS.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors thank their NGS colleagues R. Foote, S. Hilla, D. Martin, and M. Schenewerk for reviewing the draft of the manuscript and for their comments and suggestions. This study was partially supported by a National Science Foundation (NSF) Faculty Early Career Development Program (CAREER) award (EAR-1229278), a NSF Major Research Instrumentation Program (MRI) award (EAR-1242383), and a NSF Transforming Undergraduate Education in Sciences (TUES) award (DUE-1243582). The authors are also grateful for the detailed observations and remarks of four anonymous reviewers that greatly improved and enhanced the comprehension of the final version of the manuscript.

References

ADJUST [Computer software]. National Geodetic Survey, Silver Spring, MD.
Altamimi, Z., Collilieux, X., and Métivier, L. (2011). “ITRF2008: An improved solution of the International Terrestrial Reference Frame.” J. Geodesy, 85(8), 457–473.
DeMets, C., Gordon, R. G., and Argus, D. F. (2010). “Geologically current plate motions.” Geophys. J. Int., 181(1), 1–80.
DeMets, C., Gordon, R. G., Argus, D. F., and Stein, S. (1994). “Effect of recent revisions to the geomagnetic reversal time scale on estimates of current plate motions.” Geophys. Res. Lett., 21(20), 2191–2194.
Eckl, M. C., Snay, R., Soler, T., Cline, M. W., and Mader, G. L. (2001). “Accuracy of GPS-derived relative positions as a function of interstation distance and observing-session duration.” J. Geodesy, 75(12), 633–640.
Griffiths, J., Ray, J., and Weston, N. D. (2011). “A synopsis of the IGS orbits used in OPUS.” CORS and OPUS for engineers, T. Soler, ed., ASCE, Reston, VA, 27–29.
HTDP [Computer software]. National Geodetic Survey, Silver Spring, MD.
Lazio, P. (2006). “OPUS observations.” Surv. Land Inf. Sci., 66(3), 185–194.
Lazio, P. (2011). “OPUS-S extended data.” CORS and OPUS for engineers, T. Soler, ed., ASCE, Reston, VA, 27–29.
Mader, G. L., Weston, N. D., Morrison, M. L., and Milbert, D. G. (2003). “The On-line Positioning User Service (OPUS).” Prof. Surv., 23(5), 26, 28, 30.
Martin, D. (2007). “Geodetic connections. OPUS Rapid Static.” Am. Surv., 4(3), 44, 46–48.
Milbert, D. G., and Kass, W. G. (1987). “ADJUST: The horizontal observation adjustment program.” NOAA Technical Memorandum NOS NGS-47, National Geodetic Survey, Silver Spring, MD.
National Oceanic and Atmospheric Administration (NOAA). (2007). “The GRAV-D project: Gravity for the redefinition of the american vertical datum.” 〈http://geodesy.noaa.gov/GRAV-D/pubs/GRAV-D_v2007_12_19.pdf〉 (Aug. 31, 2015).
National Oceanic and Atmospheric Administration (NOAA). (2010). “Improving the national spatial reference system.” 〈http://geodesy.noaa.gov/2010Summit/Improving_the_NSRS.pdf〉 (Aug. 31, 2015).
National Oceanic and Atmospheric Administration (NOAA). (2012). “HTDP LOG, Last modified: July 16, 2012, by R. A. Snay.” 〈http://geodesy.noaa.gov/TOOLS/Htdp/HTDP-log.pdf〉 (Aug. 31, 2015).
National Oceanic and Atmospheric Administration (NOAA). (2015). “GEOID12B.” 〈http://geodesy.noaa.gov/GEOID/GEOID12B〉 (Aug. 31, 2015).
PAGES [Computer software]. National Geodetic Survey, Silver Spring, MD.
Pearson, C., and Snay, R. (2013). “Introducing HTDP 3.1 to transform coordinates across time and spatial reference frames.” GPS Solutions, 17(1), 1–17.
Rebischung, P., Griffiths, J., Ray, J., Schmid, R., Collilieux, X., and Garayt, B. (2012). “IGS08: The IGS realization of ITRF2008.” GPS Solutions, 16(4), 483–494.
Schenewerk, M., and Hilla, S. (1999). “PAGES: Program for Adjustment of GPS Ephemerides.” 〈http://geodesy.noaa.gov/GRD/GPS/DOC/pages/pages.html〉 (Aug. 31, 2015).
Schwarz, C. R. (2006). “Statistics of range of a set of normally distributed numbers.” J. Surv. Eng., 155–159.
Snay, R. A., and Soler, T. (2008). “Continuously Operating Reference Station (CORS): History, applications, and future enhancements.” J. Surv. Eng., 95–104.
Snay, R. A., Soler, T., and Eckl, M. (2002). “GPS precision with carrier phase observations: Does distance and/or time matter?” Prof. Surv., 22(10), 20, 22, 24.
Soler, T., ed. (2011). CORS and OPUS for engineers. Tools for surveying and mapping applications, ASCE, Reston, VA.
Soler, T., Han, J.-Y., and Weston, N. D. (2015). “Variance–covariance matrix of transformed GPS positions: Case study for the NAD 83 geodetic datum.” J. Surv. Eng., 04015004.
Soler, T., and Hernández-Navarro, A. (2006). “OPUS becomes available in Mexico.” Am. Surv., 3(9), 46–49.
Soler, T., Michalak, P., Weston, N. D., Snay, R. A., and Foote, R. H. (2006a). “Accuracy of OPUS solutions for 1- to 4-h observing sessions.” GPS Solutions, 10(1), 45–55.
Soler, T., Weston, N. D., Snay, R. A., Mader, G. L., and Foote, R. H. (2006b). “Precise georeferencing using the On-line Positioning User Service (OPUS).” Proc., XXIII Int. FIG Congress, International Federation of Surveyors, Copenhagen, Denmark, 12.
Stone, W. (2006). “The evolution of the National Geodetic Survey's Continuously Operating Reference Station network and Online Positioning User Service.” Proc., 2006 ION-IEEE Position, Location, and Navigation Symp., Institute of Navigation (ION), Fairfax, VA, and Institute of Electrical and Electronics Engineers (IEEE), Piscataway, NJ, 653–663.
Wang, G. (2011). “GPS landslide monitoring: Single base vs. network solutions: A case study based on the Puerto Rico and Virgin Islands permanent GPS network.” J. Geodetic Sci., 1(3), 191–203.
Wang, G. (2012). “Kinematics of the Cerca del Cielo, Puerto Rico landslide derived from GPS observations.” Landslides, 9(1), 117–130.
Wang, G. (2013a). “Teaching high-precision GPS to undergraduates using online processing services.” J. Geosci. Educ., 61(2), 202–212.
Wang, G. (2013b). “Millimeter-accuracy GPS landslide monitoring using precise point positioning with single receiver phase ambiguity resolution: A case study in Puerto Rico.” J. Geodetic Sci., 3(1), 22–31.
Wang, G., Kearns, T. J., Yu, J., and Saenz, G. (2014). “A stable reference frame for landslide monitoring using GPS in the Puerto Rico and Virgin Islands region.” Landslides, 11(1), 119–129.
Wang, G., and Soler, T. (2012). “OPUS for horizontal subcentimeter-accuracy landslide monitoring: Case study in the Puerto Rico and Virgin Islands region.” J. Surv. Eng., 143–153.
Wang, G., and Soler, T. (2013). “Using OPUS for measuring vertical displacements in Houston, Texas.” J. Surv. Eng., 126–134.
Wang, G., and Soler, T. (2014). “Measuring land subsidence using GPS: Ellipsoid height vs. orthometric height.” J. Surv. Eng., 05014004.
Wang, G., and Soler, T. (2015). “Erratum for “Measuring land subsidence using GPS: Ellipsoid height vs. orthometric height.” J. Surv. Eng., 08215001-1.
Weston, N. D., and Soler, T. (2012). “Rigorous geodetic positioning in the Americas.” Proc., 8th FIG Regional Conf., International Federation of Surveyors, Copenhagen, Denmark, 13.
Weston, N. D., Soler, T., and Mader, G. L. (2007). “Web-based solution for GPS data. NOAA OPUS.” GIM Int., 21(4), 23–25.
Weston, N. D., Soler, T., and Mader, G. L. (2009). “Rover station positional accuracies from OPUS as a function of reference station spacing and rover station occupation time.” Proc., FIG Working Week, International Federation of Surveyors, Copenhagen, Denmark, 11.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 142Issue 4November 2016

History

Received: Dec 1, 2015
Accepted: Feb 19, 2016
Published online: Mar 29, 2016
Discussion open until: Aug 29, 2016
Published in print: Nov 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Tomás Soler, M.ASCE [email protected]
Chief Technical Officer, Spatial Reference System Division, National Geodetic Survey, National Oceanic and Atmospheric Administration, Silver Spring, MD 20910-3282 (corresponding author). E-mail: [email protected]
Guoquan Wang, M.ASCE [email protected]
Associate Professor, Dept. of Geoscience and Atmospheric Sciences, National Center for Airborne Laser Mapping, Univ. of Houston, Houston, TX 77204-5007. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share