Case Studies
Oct 28, 2021

Establishment and Repetition Survey of Primary GNSS Control Network of Hong Kong–Zhuhai–Macao Bridge

Publication: Journal of Surveying Engineering
Volume 148, Issue 1

Abstract

The Hong Kong–Zhuhai–Macao Bridge (HZMB) is the longest sea-crossing bridge in the world. The primary Global Navigation Satellite System (GNSS) control network of the HZMB has the outstanding characteristics and difficulties of long distance across the sea (nearly 32 km) in an approximate east–west direction, poor satellite positioning environment, high precision requirement of construction positioning, long construction period, and complicated transformations of the coordinate systems of China, Hong Kong, Zhuhai, Macao, and the HZMB project. Taking the primary GNSS control network of the HZMB as an example, this paper studied the key technical issues in establishment and repetition survey of the primary GNSS control network of a large-scale and high-precision sea-crossing bridge. Firstly, the three-dimensional engineering coordinate system based on International Terrestrial Reference Frame (ITRF) and the two-dimensional plane coordinate system with projection length deformation less than 5  mm/km were designed and established according to the engineering characteristics and requirements. Secondly, the control point selection, networking, and observation schemes were designed. Thirdly, the data processing technologies of high-precision GNSS control network of sea-crossing bridge and tunnel engineering project, including International GNSS Service (IGS) reference station technology, satellite orbit fixing technology, various error correction techniques, and engineering datum network technology, were studied and put forward. Fourthly, the accuracy analysis of baseline solution and network adjustment was carried out by using the fifth repetition survey data of the primary GNSS control network of the HZMB. Finally, the repetition survey results of the network were compared and analyzed.

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Data Availability Statement

All data, models, or code generated or used during the study are proprietary or confidential in nature and may not be provided. The data, including coordinates and elevation and so on, relate to information about Hong Kong–Zhuhai–Macao Bridge. So all the data, models, or code generated or used in this study are not readily available for confidentiality and security reasons.

References

Altamimi, Z. 2003. “Discussion on how to express a regional GPS solution in the ITRF.” In Proc., 12th Symp. of the IAG Reference Frame Subcommission for Europe, 162–167. Frankfurt am Main, Germany: Verlag des Bundesamtes für Kartographie und Geodäsie. http://www.euref.eu/symposia/book2002/162-167.pdf.
Altamimi, Z., X. Collilieux, J. Legrand, B. Garayt, and C. Boucher. 2007. “ITRF2005: A new release of the International Terrestrial Reference Frame based on time series of station positions and Earth orientation parameters.” J. Geophys. Res. 112 (B9): 1–9. https://doi.org/10.1029/2007JB004949.
Bai, G. X., and Y. J. Chen. 2002. “Construction of the primary control network of Su-Tong Yangtze River Highway Bridge.” Geomatics Technol. Equipment 4 (4): 2–6.
Bawa, S., L. M. Ojigi, J. D. Dodo, and K. M. Lawal. 2019. “Realization of time-dependent geocentric datum transformation parameters for Nigeria.” SN Appl. Sci. 1 (7): 1–10. https://doi.org/10.1007/s42452-019-0711-1.
Chen, C., G. Wei, Z. Gao, and R. Kou. 2019. “Coordinate time series analysis of Hong Kong CORS station.” GNSS World of China 44 (2): 89–97.
Cheng, J., J. S. Xu, and L. Cai. 2018. “A comparison of statistical features of ionospheric scintillations and cycle slips in the mid-south region of China.” Chin. J. Geophys. 61 (1): 18–29.
Deakin, R. E. 2006. A note on the Bursa-Wolf and Molodensky-Badekas transformations. Melbourne, Australia: School of Mathematical and Geospatial Sciences, RMIT Univ.
Deakin, R. E., M. N. Hunter, and C. F. F. Karney. 2011. “The Gauss–Krueger projection: Karney-Krueger equations.” In Proc., XXV Int. Cartographic Conf. (ICC2011). Bern, Switzerland: International Cartographic Association. https://icaci.org/files/documents/ICC_proceedings/ICC2011/Oral%20Presentations%20PDF/D1-Map%20projection/CO-300.pdf.
Ding, K. L., D. J. Liu, and Y. T. Yang. 2005. “Comprehensive analysis of data processing of three times of repetition survey of the primary GPS control network of Hangzhou Bay Bridge.” Geotech. Investigation Surv. 5: 51–54.
Ding, K. L., Y. T. Yang, Y. Chen, and Y. Wang. 2006. “Construction and data processing of GPS control network of Zhoushan cross-sea bridge.” Geotech. Investigation Surv. 6: 53–56.
Ding, S. J., K. Chang, and S. Gao. 2008. “Research on independent ellipsoid transformation and coordinates conversion.” Bull. Surv. Mapping 8: 35.
Dixon, T. H., G. Gonzalez, S. M. Lichten, and E. Katsigris. 1991. “First epoch geodetic measurements with the global positioning system across the northern Caribbean plate boundary zone.” J. Geophys. Res. Solid Earth 96 (Nov): 2397–2415. https://doi.org/10.1029/90JB02003.
Dong, H. W., G. Z. Li, S. Y. Chen, J. Zhang, Y. X. Liu, and Q. X. Qiu. 2004. Geospatial positioning benchmark and its application: The method of establishing a local independent coordinate system. Beijing: Surveying and Mapping Press.
Guo, J. M., N. X. Luo, Z. L. Zhang, B. C. Chao, and W. S. Mei. 2010. “COSA-GPS and its applications in data processing for huge GPS control network with high precision.” J. Geomatics 35 (3): 29–30.
Guo, J. M., M. D. Zhou, D. J. Wu, Q. Y. Guo, and W. Xiong. 2012. “Research on the approach to data processing and quality analysis of high precision GPS major bridge engineering control network.” Bull. Surv. Mapping 2: 18–22.
Herring, T. A., R. W. King, and S. C. McClusky. 2010. GAMIT/GLOBK reference manuals, release 10.4. Cambridge, MA: Dept. of Earth, Atmospheric, and Planetary Sciences, Massachusetts Institute of Technology.
Huang, S. X., G. Q. Li, X. P. Wang, and W. Wang. 2019a. “Geodetic network design and data processing for Hong Kong–Zhuhai–Macao Bridge link immersed tunnel.” Surv. Rev. 51 (365): 114–122. https://doi.org/10.1080/00396265.2017.1385200.
Huang, S. X., G. Q. Li, W. Zhang, and X. P. Wang. 2019b. “Surveying network design for Hong Kong-Zhuhai–Macao Bridge link immersed tunnel.” Geomatics Inf. Sci. Wuhan Univ. 44 (5): 640–647.
Li, C. K., K. E. Ching, and K. H. Chen. 2019. “The ongoing modernization of the Taiwan semi-dynamic datum based on the surface horizontal deformation model using GNSS data from 2000 to 2016.” J. Geod. 93 (9): 1543–1558. https://doi.org/10.1007/s00190-019-01267-5.
Li, Y., and H. De Wit. 2017. “The technical difficulties and innovations of immersed tunnel in Hong Kong Zhuhai Macao Bridge project.” Southern Energy Constr. 4 (2): 1–16.
Liu, Y. J., J. Z. Li, J. T. Liu, and Z. Y. Gao. 2019. “Comparative analysis on GPS/BDS baseline accuracy in new GAMIT10.70 solution.” J. Navigation Positioning 7 (2): 138–142. https://doi.org/10.16547/j.cnki.10-1096.20190221.
MCPRC (Ministry of Communications of the People’s Republic of China). 2009. Specifications for highway reconnaissance. Beijing: MCPRC.
Meng, F. C., M. H. Liu, W. S. Wu, G. J. Zhang, and L. Zhang. 2015. “The design philosophy and bridge’s technical innovation of Hong Kong-Zhuhai–Macau Bridge.” Eng. Sci. 17 (1): 27–35.
Paláncz, B., J. L. Awange, and L. Völgyesi. 2013. “Pareto optimality solution of the Gauss-Helmert model.” Acta Geod. Geophys. 48 (3): 293–304. https://doi.org/10.1007/s40328-013-0027-3.
Ronen, H., and G. Even-Tzur. 2017. “Kinematic datum based on the ITRF as a precise, accurate, and lasting TRF for Israel.” J. Surv. Eng. 143 (4): 04017013. https://doi.org/10.1061/(ASCE)SU.1943-5428.0000228.
Snyder, J. P. 1987. Map projections: A working manual. Washington, DC: USGS.
Wang, Z. Y. 2004. “Research of control network layout techniques for bridges over sea.” World Bridges 50–52: 60.
Wu, D. J. 2019. “Compatibility testing of known points in the GNSS horizontal control network based on rank defect free network adjustment.” Sci. Surv. Mapping 44 (8): 120–125.
Wu, D. J., W. Xiong, and J. J. Zhang. 2008. “On accuracy requirement for horizontal control network of bridge construction.” Geospatial Inf. 6 (6): 100–102.
Wu, D. J., W. Xiong, and Q. Zheng. 2011. “Research on the repetition surveying methods and techniques of the first order control network for Hong Kong-Zhuhai–Macao Bridge.” Geotech. Investigation Surv. 9 (Feb): 74–78.
Wu, D. J., W. Xiong, R. X. Zhou, and C. J. He. 2013. “Designing and realization of GNSS continuously operating reference stations system of Hong Kong-Zhuhai-Macao Bridge.” Sci. Surv. Mapping 38 (2): 62–64.
Wu, S. G. 2017. “Characteristics of coordinate time series from regional CORS stations.” [In Chinese.] M.A. thesis, GNSS Research Center, Wuhan Univ.
Xiao, G. W., T. D. Xu, S. S. Zhu, and W. J. Zhou. 2004. “Approach of some problems about survey coordinate system of Hangzhouwan Cross-Gulf Large Bridge.” Railway Investigation Surv. 1: 49–52.
Yang, F. L., X. P. Zeng, X. B. Yang, C. S. Zhou, and Z. X. Du. 2006. “The application of GPS technology in primary level control network of Qingdao Bay Major Bridge.” J. Shandong Univ. Sci. Technol. (Natl. Sci.) 25 (1): 25–27.
Yang, Y. T. 2005. “The primary GPS control network designing and surveying for the Hangzhou Bay major Bridge.” Bull. Surv. Mapping 10: 33–36.
Zhou, C. S., and B. H. Jiang. 2007. “Establishment of high-precision construction control network for Qingdao Bay Bridge.” Yangtze River 38 (10): 89–90.
Zhou, Z. M. 1994. “Individual issues on high-precision GPS surveying.” Metallurgical Surveying and Mapping 3 (4): 1–8.
Zhu, Y. L., M. Lin, F. C. Meng, X. D. Liu, and W. Lin. 2019. “The Hong Kong–Zhuhai–Macao Bridge.” Engineering 5: 10–14. https://doi.org/10.1016/j.eng.2018.11.002.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 148Issue 1February 2022

History

Received: Feb 25, 2021
Accepted: Sep 4, 2021
Published online: Oct 28, 2021
Published in print: Feb 1, 2022
Discussion open until: Mar 28, 2022

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Authors

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Dijun Wu, Ph.D. [email protected]
Professorate Senior Engineer, China Railway Major Bridge Reconnaissance & Design Institute Co. Ltd., 34 Hanyang Ave., Hanyang District, Wuhan 430050, China (corresponding author). Email: [email protected]; [email protected]
Wei Xiong
Professorate Senior Engineer, China Railway Major Bridge Reconnaissance & Design Institute Co. Ltd., 34 Hanyang Ave., Hanyang District, Wuhan 430050, China.
Professor, School of Geodesy and Geomatics, Wuhan Univ., 34 Hanyang Ave., Hanyang District, Wuhan 430079, China. ORCID: https://orcid.org/0000-0001-5427-6481

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