Assessment of the GNSS Data Collected at the Main Continuously Operating Reference Stations (CORS) of the Iraqi Geodetic Network

Main Article Content

Hussein Alwan Mahdi
Ehssan Ali Ahmed

Abstract

The Continuously Operating Reference Station (CORS) network has several stations that collect and record data from Global Navigation Satellite System (GNSS) constellations. These stations run continuously in an automated manner to collaborate and interact with different users for positioning services. In this study, the collected GNSS data at five CORS sites of the Iraqi Geodetic network was assessed to determine if there were any significant changes in the positions of these stations for a long time. This change gives a clear interpretation of the impact of different geophysical phenomena (e.g. tectonic plate motion) on the stability of positions within time.  Therefore, the collected data at ZAXO, ISER, ISBA, ISKU and ISNA stations were analysed for seven years 2015 – 2022 (i.e. from 1st Jan 2015 to 31st Dec 2021). The daily position of each station can be computed from 24-hour recording data at a 30-second rate using GAPS or CSRS free software for Precise Point Positioning (PPP). Thus, 8806 observation daily files were used. The processed data was represented as a time series in Easting, Northing and Up coordinates for each station to analyse the trend of movement in these stations. It was found that the change in both Easting and Northing coordinates has a linear trend, which agrees with the general trend of tectonic motion in this part of the world. The mean yearly change was within 22-27 mm. On the other hand, the change in the Up coordinate with time had a fluctuated change over time "wave behaviour" or exhibited periodic variations. 

Article Details

How to Cite
“Assessment of the GNSS Data Collected at the Main Continuously Operating Reference Stations (CORS) of the Iraqi Geodetic Network” (2024) Journal of Engineering, 30(8), pp. 120–135. doi:10.31026/j.eng.2024.08.08.
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Articles

How to Cite

“Assessment of the GNSS Data Collected at the Main Continuously Operating Reference Stations (CORS) of the Iraqi Geodetic Network” (2024) Journal of Engineering, 30(8), pp. 120–135. doi:10.31026/j.eng.2024.08.08.

Publication Dates

Received

2023-09-24

Revised

2023-10-17

Accepted

2023-10-21

Published Online First

2024-08-01

References

Alhamadani, O.Y.M.Z. and Saeed, M.Q., 2018. Producing Coordinate Time Series for Iraq's CORS Site for Detection Geophysical Phenomena. Journal of Engineering, 24(1), pp.41-52. https://doi.org/10.31026/j.eng.2018.01.03

Burns, D. and Sarib, R., 2010, April. Standards and practices for GNSS CORS infrastructure, networks, techniques and applications. In Proceedings of XXIV FIG International Congress 2010 (pp. 11-16).

Chen, D., Ye, S., Zhou, W., Liu, Y., Jiang, P., Tang, W., Yuan, B. and Zhao, L., 2016. A double-differenced cycle slip detection and repair method for GNSS CORS network. GPS Solutions, 20, pp.439-450. https://doi.org/10.1007/s10291-015-0452-6

Dardanelli, G., LO Brutto, M. and Pipitone, C., 2020. GNSS CORS Network of the university of Palermo: Design and First Analysis of Data. Geographia Technica, 15(1). https://doi.org/10.21163/gt_2020.151.05

El-Hattab, A.I., 2014. Assessment of PPP for establishment of CORS network for municipal surveying in Middle East. Survey review, 46(335), pp.97-103. https://doi.org/10.1179/1752270613y.0000000064

GNSS Analysis and Positioning Software, 2022. [Online]. Available: http://gaps.gge.unb.ca/, [Accessed 02 Jan 2022].

Gordini, C., Kealy, A.N., Grgich, P.M., Hale, M.J. and Gordini, C., 2006, July. Testing and evaluation of a GPS CORS network for real time centimetric positioning–The Victoria GPSnet. In Proceedings of the IGNSS2006 Symposium (pp. 17-21).

Grinter, T. and Roberts, C., 2011, November. Precise point positioning: where are we now. In Proceedings of the IGNSS Symposium (Vol. 201, pp. 1-15).

Hilla, S. and Cline, M., 2004. Evaluating pseudorange multipath effects at stations in the National CORS Network. GPS Solutions, 7, pp.253-267. https://doi.org/10.1007/s10291-003-0073-3.

Hussein, W.A.K. and Msaewe, H.A.M., 2023, March. The demarcation of Iraq-Iran border at Shalamcha crossing border using multiple geomatics techniques. In AIP Conference Proceedings (Vol. 2651, No. 1). AIP Publishing. https://doi.org/10.1063/5.0106472

Isawi, S., Schuh, H., Männel, B. and Sakic, P., 2022. Stability analysis of the Iraqi GNSS stations. Journal of Applied Geodesy, 16(3), pp.299-312. https://doi.org/10.1515/jag-2022-0001

Jiang, W.P., Zou, X. and Tang, W.M., 2012. A New Kind of Real‐Time PPP Method for GPS Single‐Frequency Receiver Using CORS Network. Chinese Journal of Geophysics, 55(3), pp.284-293. https://doi.org/10.1002/cjg2.1723 .

Leandro, R.F., Santos, M.C. and Langley, R.B., 2007, September. GAPS: The GPS analysis and positioning software-A brief overview. In Proceedings of the 20th International Technical Meeting of the Satellite Division of The Institute of Navigation (ION GNSS 2007) (pp. 1807-1811).

Li, B. and Teunissen, P.J., 2014. GNSS antenna array-aided CORS ambiguity resolution. Journal of Geodesy, 88, pp.363-376. https://doi.org/10.1007/s00190-013-0688-2 .

Li, X., Zhang, X. and Ge, M., 2011. Regional reference network augmented precise point positioning for instantaneous ambiguity resolution. Journal of Geodesy, 85, pp.151-158. https://doi.org/10.1007/s00190-010-0424-0

Lilje, M., Wiklund, P. and Hedling, G., 2014, June. The use of GNSS in Sweden and the national CORS network SWEPOS. In FIG Congress (pp. 1-11).

Mahdi, H.A., 2006. A modified method for determination of scale factor of the projected geodesic. Journal of Engineering, 13(3), pp.882-894. https://doi.org/10.31026/j.eng.2006.03.31

Msaewe, H.A., Hancock, C.M., Psimoulis, P.A., Roberts, G.W., Bonenberg, L. and de Ligt, H., 2017. Investigating multi-GNSS performance in the UK and China based on a zero-baseline measurement approach. Measurement, 102, pp.186-199. https://doi.org/10.1016/j.measurement.2017.02.004

Msaewe, H.A., Psimoulis, P.A., Hancock, C.M., Roberts, G.W. and Bonenberg, L., 2021. Monitoring the response of Severn Suspension Bridge in the United Kingdom using multi‐GNSS measurements. Structural Control and Health Monitoring, 28(11), P. 2830. https://doi.org/10.1002/stc.2830

National Geodetic Survey, 2023. [Online]. Available: https://geodesy.noaa.gov/, [Accessed 15 Dec 2021].

Prusky, J., 2001. The cooperative CORS program. Professional surveyor, 21(1).

Rabah, M., Zedan, Z., Ghanem, E., Awad, A. and Sherif, A., 2016. Study the feasibility of using PPP for establishing CORS network. Arabian Journal of Geosciences, 9, pp.1-12. https://doi.org/10.1007/s12517-016-2647-8 .

Rizos, C., 2007. Alternatives to current GPS-RTK services and some implications for CORS infrastructure and operations. GPS Solutions, 11, pp.151-158. https://doi.org/10.1007/s10291-007-0056-x

Rizos, C., Yan, T., Omar, S., Musa, T. and Kinlyside, D., 2003, July. Implementing network-RTK: the SydNET CORS infrastructure. In The 6th International Symposium on Satellite Navigation Technology Including, Mobile Positioning & Location Services, Melbourne SatNav.

Schwieger, V., Lilje, M. and Sarib, R., 2009, October. GNSS CORS-Reference frames and services. In 7th FIG Regional Conference, Hanoi, Vietnam (Vol. 19, No. 22.10, p. 2009).

Snay, R.A. and Soler, T., 2008. Continuously operating reference station (CORS): history, applications, and future enhancements. Journal of Surveying Engineering, 134(4), pp.95-104. https://doi.org/10.1061/(asce)0733-9453(2008)134:4(95)

Snyder, J.P., 1987. Map projections--A working manual (Vol. 1395). US Government Printing Office. https://doi.org/10.3133/pp1395

Soler, T., Michalak, P., Weston, N.D., Snay, R.A. and Foote, R.H., 2006. Accuracy of OPUS solutions for 1-to 4-h observing sessions. GPS Solutions, 10, pp.45-55. https://doi.org/10.1007/s10291-005-0007-3

Stone, W.A., 2000. An overview of global positioning system continuously operating reference stations. NOAA,[Online]. Available: https://geodesy.noaa.gov/library/pdfs/GPS_CORS.pdf

Stone, W., 2006, April. The evolution of the National Geodetic Survey's continuously operating reference station network and online positioning user service. In Proceedings of IEEE/ION PLANS 2006 (pp. 653-663). https://doi.org/10.1109/plans.2006.1650658 .

Sturze, A., Mervart, L., Sohne, W., Weber, G. and Wübbena, G., 2012, March. Real-time PPP using open CORS networks and RTCM standards. In PPP-RTK symposium, Frankfurt, Germany, pp. 12-13.

Tariq, M., Hadi, A. and Hafedh, H., 2017. Accuracy assessment of different GNSS processing software. Imperial Journal of Interdisciplinary Research (IJIR), 3(10).

Teunissen, P.J., Odijk, D. and Zhang, B., 2010. PPP-RTK: results of CORS network-based PPP with integer ambiguity resolution. J Aeronaut Astronaut Aviat Ser A, 42(4), pp.223-230.

Ur, J., De Jong, L., Giraud, J., Osborne, J.F. and MacGinnis, J., 2013. Ancient cities and landscapes in the Kurdistan Region of Iraq: The Erbil Plain Archaeological Survey 2012 Season 1. Iraq, 75, pp.89-117. https://doi.org/10.1017/s0021088900000425

Weston, N.D., Mader, G.L., Marion, F., Schwarz, C., Snay, R. and Stone, W., 2010, April. A near real-time GPS interference detection system in the United States using the national CORS network. In Proceedings of FIG Congress 2010.

Zhang, B., Teunissen, P.J. and Odijk, D., 2011. A novel un-differenced PPP-RTK concept. The Journal of Navigation, 64(S1), pp.S180-S191. https://doi.org/10.1017/s0373463311000361

Zhang, K., Hu, Y., Liu, G., Wu, F. and Deakin, R., 2005. Deformation monitoring and analysis using Victorian regional CORS data. Positioning, 1(09). https://doi.org/10.5081/jgps.4.1.129

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