A COMPARATIVE ANALYSIS OF THE A PRIORI AND A POSTERIORI ESTIMATES OF ACCURACY OF THE PLANNED GEODETIC NETWORKS WITH THE HELP OF THE SOFTWARE PACKAGE “RUSSIA – BELARUS”, DEVELOPED IN THE POLOTSK STATE UNIVERSITY
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Abstract
In this article a comparative analysis of the methods included in the software package «Russia – Belarus» is made. The purpose of research is to select the best method, allowing you to perform a priori and a posteriori estimation of exactness of the planned geodetic networks. The comparison is performed by two parameters: the maximum error of the planned provisions of the network and the actual maximum accuracy. Thus, the method having the best stability of results of an assessment of accuracy was defined and possibility of application of all methods of the software package for determination of real actual accuracy is analysed.
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References
Решение примера академика А.Н. Тихонова по обработке нивелирных сетей по программному комплексу «Россия – Беларусь» методом исключения строк из матрицы коэффициентов параметрических уравнений поправок / В.И. Мицкевич [и др.] // Вестн. Полоц. гос. ун-та. Серия F. Строительство. Прикладные науки. – 2012. – № 16. – С. 126–131.
Обработка антирядов измерений одной величины при разных значениях количества неизвестных и разных характеристиках точности измерений с помощью программного комплекса «Россия – Беларусь» / В.И. Мицкевич [и др.] // Вестн. Полоц. гос. ун-та. Серия F. Строительство. Прикладные науки. – 2012. – № 16. – С. 109–113.
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