Add to ORKGIn order to understand the consequences of the parallel misalignment of the level surfaces for the geodetic work, we should take for instance the system of orthometric altitudes, in which the geoid is the reference surface and the othometric altitudes is the segment of force line caught between the position of the point, on the earth surface and respectively on the geoid
The knowledge of physical processes and changes in the atmosphere is essential when addressing the f...
The main problem of the rigorous definition of the orthometric height is the evaluation of the mean ...
In this paper, to optimize the “Characteristic Straight Line Method" which is used in the soil displ...
This paper investigates the propagation of input data errors through the application of Helmert orth...
When height networks are being adjusted, many geodesists advocate the approach where the adjustment ...
When performing high-precision geometric leveling on geodynamic and technogenic polygons, the proble...
In the paper is given the analysis of the difference of the power and the geometrical relation level...
Today one of the open problems from the geodetic point of view is the determination of a geometric (...
Precise levelling results are affected by the Earth’s gravity field, especially in areas of abrupt c...
This book provides the necessary background of geometry, mathematics and physical geodesy, useful to...
Applications in geodesy and engineering surveying require the determination of the heights of the ve...
The heights and height differences in engineering works are usually determined by differential level...
The accuracy and resolution of real topographic heights in the terrain reliefs has a special importa...
Reference points are needed in any deformation study. Geodesy contributes by measurements and provid...
The main purpose of this study is comparison of orthometric heights of measuring points and the accu...
The knowledge of physical processes and changes in the atmosphere is essential when addressing the f...
The main problem of the rigorous definition of the orthometric height is the evaluation of the mean ...
In this paper, to optimize the “Characteristic Straight Line Method" which is used in the soil displ...
This paper investigates the propagation of input data errors through the application of Helmert orth...
When height networks are being adjusted, many geodesists advocate the approach where the adjustment ...
When performing high-precision geometric leveling on geodynamic and technogenic polygons, the proble...
In the paper is given the analysis of the difference of the power and the geometrical relation level...
Today one of the open problems from the geodetic point of view is the determination of a geometric (...
Precise levelling results are affected by the Earth’s gravity field, especially in areas of abrupt c...
This book provides the necessary background of geometry, mathematics and physical geodesy, useful to...
Applications in geodesy and engineering surveying require the determination of the heights of the ve...
The heights and height differences in engineering works are usually determined by differential level...
The accuracy and resolution of real topographic heights in the terrain reliefs has a special importa...
Reference points are needed in any deformation study. Geodesy contributes by measurements and provid...
The main purpose of this study is comparison of orthometric heights of measuring points and the accu...
The knowledge of physical processes and changes in the atmosphere is essential when addressing the f...
The main problem of the rigorous definition of the orthometric height is the evaluation of the mean ...
In this paper, to optimize the “Characteristic Straight Line Method" which is used in the soil displ...