Strict balancing of mine sites

Abstract

Strict balancing of mine sites using the least squares method can be said to be almost entirely absent in practice. The reason for this is the complexity of the calculations associated with balancing using a strict method. Meanwhile, in practice, it is often not interesting to know the corrections of individual measurements, or even the corrections of the coordinates of individual points and azimuths of stations, but it can be very desirable to know the correction of the coordinates of a single point and the correction of the azimuth of a single station, which, say, will serve as the starting point for surveying a new site or which are obtained based on another survey, and the question of balancing the nodal point arises.

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