The Integration of GNSS/Leveling Data with Global Geopotential Models to Define the Height Reference System in Several Regions of Vietnam
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Description
observations and precise leveling benchmarks to adjust global geopotential models to the Vietnamese height datum (VN-2000). We selected 18 first-order leveling benchmarks in the Red River Delta, computing the actual geoid height anomaly N_TC from GNSS ellipsoidal heights (h) and orthometric heights (H). Geoid undulations N_G were computed from five global models (EGM2008, EIGEN-6C4, GECO, SGG-UGM-2, XGM2019e_2159). Differences between N_TC and N_G were minimized using a 3D Molodensky transformation and a second-degree polynomial fit. Results show that XGM2019e_2159 had the smallest initial residuals, consistent with previous findings. After adjustment, all models achieve comparable accuracy (RMSE ≈ 0.04–0.07 m) on independent check points. The adjusted XGM2019e_2159 yields the best performance (RMSE ≈ 0.047 m). This demonstrates that high-degree global models, when transformed to the VN-2000 datum, provide an effective solution for GNSS-based height determination in Vietnam.
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- https://www.geocartagis.org/
References
- [1] Phạm, H.T., Claessens, S., Kuhn, M., & Awange, J. (2023). Performance evaluation of high/ultra-high-degree global geopotential models over Vietnam using GNSS/leveling data. Geodesy and Geodynamics, 14(5), 500–512. [2] Erol, B. & Erol, S. (2013). Evaluation of global geopotential models using GPS/levelling data. Survey Review, 45(333), 355–364. [3] Younis, G. (2018). The integration of GNSS/leveling data with global geopotential models to define the height reference system of Palestine. Arab J. Sci. Eng., 43(5), 3639–3645. [4] Heiskanen, W.A. & Moritz, H. (1967). Physical Geodesy. W.H. Freeman. [5] Fotopoulos, G. (2003). An analysis on the optimal combination of geoid, orthometric and ellipsoidal height data. PhD Thesis, Univ. of Calgary.