Developing local geoid model to assess accuracy of orthometric heights from GPS-based ellipsoidal heights in Botswana

Author:

Manisa Michael,Das Rabindra Kumar,Segobye Mooketsi,Maphale Lopang

Publisher

Springer Science and Business Media LLC

Subject

Artificial Intelligence,Computers in Earth Sciences,Computer Science Applications,Geography, Planning and Development

Reference17 articles.

1. Mårtensson, S. G. (2002). Height determination by GPS: Accuracy with respect to different geoid models in Sweden. FIG XXII International Congress: https://www.fig.net/resources/proceedings/fig_proceedings/fig_2002/Ts5-2/TS5_2_martensson.pdf .

2. Higgins, M. B. (1999). Heighting with GPS: Possibilities and limitations. Retrieved from FIG: https://www.fig.net/commission5/reports/gavle/higgins.pdf .

3. Odijk, D., & Teunissen, P. J. G. (2010). Improving the speed of CORS Network RTK. Retrieved from http://saegnss1.curtin.edu.au/Publications/2010/Odi10b.pdf .

4. Stone, W. (2008). The evolution of the national geodetic survey’s. Retrieved from National oceanic and atmospheric administration—national geodetic survey: http://www.ngs.noaa.gov/PUBS_LIB/Evolution_of_CORS_and_OPUS.pdf .

5. Kenduiywo, B. K., Odera, P. A., & Waithaka, E. H. (2013). Orthometric height determination using GPS to fast track development: A case study of Nairobi County, Kenya. Proceedings of Global Geospatial Conference 2013, November 4–8, UNECA Conference Center, Addis Ababa, Ethiopia. http://www.gsdi.org/gsdiconf/gsdi14/papers/50.pdf .

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3. Development of GNSS/WSS/YRS integration algorithm for land vehicle positioning;Spatial Information Research;2017-02-28

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