Standard deviation of the geodetic quadrilateral point coordinates determined by the application of Hansen's method
Standardna odstupanja koordinata tačaka geodetskog četvorougla određenih primenom Hanzenovog postupka
Keywords:
geodetic quadrilateral; Hansen's problem; standard deviation
Abstract
The Danish astronomer Peter Andreas Hansen, who also worked on theoretical geodesy, provided an original solution for solving the geodetic quadrilateral in which the four angles and the length of one side are known. This procedure, identified in scientific literature as Hansen's problem, has been applied in geodesy but significantly more so when solving various problems related to mining measurements in underground exploitation. Nonetheless, the literature does not cover the determining of the standard deviation of the coordinates of unknown points which are established using Hansen's method. In this paper then, equations are derived to calculate the standard deviation of the coordinates determined by the above mentioned procedure.References
BATURIĆ, J. (1959) Rudarska mjerenja II dio . Zagreb: Tehnička knjiga. CHANDRA, A.M. (2005) Surveying . New Delhi: New Age International (P) Ltd.
MIHAILOVIĆ, K. (1987) Geodezija II, I deo . Beograd: Naučna knjiga.
PATARIĆ, M. (1990) Rudarska merenja I deo . Beograd: Rudarsko-geološki fakultet.
SCHOFIELD, W. and BREACH, M. (2007) Engineering Surveying . Oxford: Elsevier. Two Survey Problems [Online]. Available from: http://www2.washjeff.edu/users/mwoltermann/Dorrie/40.pdf [Accessed 12/03/15].
MIHAILOVIĆ, K. (1987) Geodezija II, I deo . Beograd: Naučna knjiga.
PATARIĆ, M. (1990) Rudarska merenja I deo . Beograd: Rudarsko-geološki fakultet.
SCHOFIELD, W. and BREACH, M. (2007) Engineering Surveying . Oxford: Elsevier. Two Survey Problems [Online]. Available from: http://www2.washjeff.edu/users/mwoltermann/Dorrie/40.pdf [Accessed 12/03/15].
Published
2015-06-30
How to Cite
Ganić, A., Milutinović, A., Gojković, Z., Mikanović, R., & Vidanović, N. (2015). Standard deviation of the geodetic quadrilateral point coordinates determined by the application of Hansen’s method. Podzemni Radovi, (26), 55-64. https://doi.org/10.5937/podrad1526055G
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Articles