Establishment of a corrective geoid surface by spline approximation of Iranian GNSS/levelling network

Author:

Hosseini-Asl M.,Amiri-Simkooei A.R.,Safari A.

Publisher

Elsevier BV

Subject

Applied Mathematics,Electrical and Electronic Engineering,Condensed Matter Physics,Instrumentation

Reference29 articles.

1. Horizontal displacement of control points using GNSS differential positioning and network adjustment;Abdalla;Measurement,2021

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3. How accurately can we determine orthometric height differences from GPS and geoid data?;Fotopoulos;J. Surv. Eng.,2003

4. Using UAVs and robotic total stations in determining height differences when crossing obstacles;Zhou;Measurement,2022

5. Relationship between Polynomial Geometric Surfaces Terms and Observation Points Numbers and Effect in the Accuracy of Geometric Geoid Models, International Journal of Environment;Eteje;Agric. Biotechnol. (IJEAB),2019

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