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  4. Correlation of accuracy of angular and linear measurements in combined constructions of triangulation, trilateration and polygonometry

Correlation of accuracy of angular and linear measurements in combined constructions of triangulation, trilateration and polygonometry

ISTCGCAP.
1990;
Volume 52, 1990, Number 52, 1990
: 60-65
Authors:
  1. A. A. Solomonov
  2. A. S. Jarmolenko
1
Belarusian State Agricultural Academy
2
Belarusian State Agricultural Academy

When designing any planned geodetic reference network, it is not enough to ensure only its compliance with the main technical requirements for the density of location of points, errors in their mutual position, the accuracy of determining the weakest points and the accuracy of determining coordinates relative to the nearest starting points. Conditions are also necessary for maximum adaptation of the network to the terrain, minimum economic costs, organizational comforts of the work and its implementation at certain times.

correlation accuracy
linear measure
triangulation
trilateration
polygonometry
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  2. Kosteckaja Ja. M. Ocenka tochnosti nesvobodnyh rjadov trianguljacii // Geodezija, kartografija i ajerofotosemka, 1978. Vyp. 28.
  3. Provorov K. L. Sravnenie tochnosti uglovoj, linejnoj i linejno-uglovoj trianguljacii // Izv. vyssh. Ucheb. zaved. Geodezija i ajerofotosemka. 1960. № 1.
  4. Solomonov A, A., Jarmolenko A. S. Obrabotka kombinirovannyh trilateracionno-poligonometricheskih setej sgushhenija // Zemleustrojstvo, planirovka sel'skih naselennyh punktov i geodezija. 1977. Vyp. 32.
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