COMPARISON OF TWO METHODS FOR EVALUATING THE ACCURACY OF ZERO-FREE PLANNED GEODETIC NETWORKS THAT DO NOT CONTAIN THE STARTING POINT

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Published: Dec 28, 2012
Issue
No. 16 (2012)
Section
Geodesy

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B. YALTYHOV
Polotsk State University
G. GOLOVAN
Polotsk State University
I. SHEVELEV
Polotsk State University

Abstract

Processing of a geodesic quadrangle in the software package “Russia – Belarus” has been performed for the first time, when the number of rows in the matrix of coefficients of parametric equations of amendments (value N) is less than the number of unknowns (the number of columns T). Processing of a double-posed problem has been made: a) the adjustment of geodetic network without starting points, and b) when N < T.

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How to Cite
YALTYHOV, B., GOLOVAN, G., & SHEVELEV, I. (2012). COMPARISON OF TWO METHODS FOR EVALUATING THE ACCURACY OF ZERO-FREE PLANNED GEODETIC NETWORKS THAT DO NOT CONTAIN THE STARTING POINT. Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences, (16), 114-118. Retrieved from https://journals.psu.by/constructions/article/view/10239
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Author Biographies

B. YALTYHOV, Polotsk State University

канд. техн. наук, доц.

G. GOLOVAN, Polotsk State University

канд. техн. наук, доц.

I. SHEVELEV, Polotsk State University

канд. техн. наук, доц.

References

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