Published in Scientific Papers. Series "Journal of Young Scientist", Vol. 3
Written by Rares Catalin OROS, Diana Ioana PLOSCARIU, Razvan Casian REBREAN, Vasile Beniamin TOLOMEIU
This paper aims to present a comparative analysis regarding the accuracy determination of a point, using the linear intersection method and multiple combined intersections method. To determine the coordinates of the new points we always measure a much higher number of directions than we need.Those directions helps to discover measurements errors, a better precision.Before definitive calculations of network points, there will be made some compensations with the purpose to determine each point one time with a higher probability of it’s coordinates value.Higher order triangulation networks are compensated by rigorous methods namely:indirect measurements method and conditionated measurements method.Wichever method of compensation applied, before compensation is introduced in the calculation direction measurements are being checked on the field, are reduced to the center of points and are also reduced in Gauss or Stereografic projection plan.By solving the triangulation networks aimed at inducing the plane coordinates of geodetic points, using known quantities of plane coordinates geodetic points and connecting lines between geodetic points.
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