The peculiarities of the mechanism of accumulation of deviations of the lengths of individual meter intervals from the length of an average meter under high-precision leveling in mountain conditions are considered. The analysis and calculation of the possible error values caused by the action of the source of errors are performed, and a formula is given for introducing additional corrections for the leveling of uniformly directed ramps of considerable length.
1. Instrukcija po nivelirovaniju I, II, III i IV klassov. M., «Nedra», 1974.
2. Instrukcija po vychisleniju nivelirovok. M„ «Nedra», 1971.
3. Meshherskij I. N., Je n t i n I. I. Oshibki nivelirovanija, vyzy¬vaemye primeneniem invarnyh reek. — «Tr. CNIIGAnK», 1962, vyp. 147.
4. Odinov M. N., Naletov V. A. Jelektrotermomstr dlja opredele¬nija integral'noj temperatury invarnoj polosy nivelirnoj rejki. — «So¬vremennye dvizhenija zemnoj kory», 1973, № 5.