Chapter
May 10, 2013
Chapter 2

Criteria for Establishing and Operating a Continuously Operating Reference Station (CORS)

Publication: CORS and OPUS for Engineers: Tools for Surveying and Mapping Applications
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References

Beavan, J. (2005). “Noise properties of continuous GPS data from concrete pillar geodetic monuments in New Zealand and comparison with data from U.S. deep drilled braced monuments.” J. Geophys. Res. 110(B08410): 1–13.
Chao, K.-C., Overton, D.D., Nelson, J.D. (2006). “Design and installation of deep benchmarks in expansive soil” J. Surv. Eng. 132(3), 124–131.
Estey, L.H., Meertens, C.M. (1999) “TEQC: The multi-purpose toolkit for GPS/GLONASS data.” GPS Solutions, 3(1), 42–49.
Floyd, R.P. (1978). “Geodetic bench marks.” NOAA Manual NOS NGS 1, US Department of Commerce, National Oceanic Atmospheric Administration, National Ocean Survey, Rockville, MD, 52 p.
Hilla, S, and Cline, M. (2004). “Evaluating pseudorange multipath effects at stations in the National CORS Network.” GPS Solutions 7(4), 253–267.
Mader, G.L. (1999). “GPS antenna calibration at the National Geodetic Survey.” GPS Solutions 3(1), 50–58.
Mader, G.L. (2004). “A comparison of absolute and relative GPS antenna calibration.” GPS Solutions 4(4), 50–58.
Schupler, B.R. (2001). “The response of GPS antennas – How design, environment and frequency affect what you see.” Phys. Chem. Earth., 26(6–8), 605–611.
Snay, R.A., Soler, T. (2008). “Continuously Operating Reference Station (CORS): History, applications, and future enhancement.” J. Surv. Eng. 134(4), 95–104.

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CORS and OPUS for Engineers: Tools for Surveying and Mapping Applications
Pages: 11 - 16

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Published online: May 10, 2013

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