Geodesy | Page 88 | Geodesy and cartography

Article Title	Pages

№: 7
About semantiometric properties of the perimeter and a closure quadratic polygon an accuracy assessment cross-bearings Shekhovtsov G.A., Raskatkina O.V.	17-22
Method for determining the normal heights from satellite data, taking into account the deviations of the plumb lines Mustafin M.G., Tran Thanh Son	2-10
Monitoring coarse measurement errors and initial data Markuze Yu.I., Le Anh Cuong, Nguyen Thi Thu, Dinh Hai Nam	11-16

№: 6
Achievable accuracy of an azimuth obtained at short range with use of GPS and geodetic instruments Sholokhov A.V., Kotov N.I., Berkovich S.B., Makhaev A.Y.	2-8
The generality and diff erence in verifi cation schemes for the main condition of the level Visirov Yu.V., Prusakov A.A.	9-13

№: 5
Reduction of geometric leveling results to a system of normal heights using the global gravity models of the Earth Markovich K.I.	2-9

№: 4
Mathematical models of Gauss – Kruger projection for calculation of meridians conversion on the plane and scale of the image Medvedev P.A., Novgorodskaya M.V.	2-7
Refraction in bilateral trigonometric leveling. Defi nition of corrections Mozzhukhin O.A.	8-13
About the uniform algorithm of an estimation of accuracy of geodetic serifs and their combinations Shekhovtsov G.A.	14-22

№: 3
The automated laser comparator for calibration of digital equipment leveling Prusakov A.N., Spiridonov A.I., Prusakov A.A.	17-22

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