The current study documents the importance of research on preserved artifacts which were previously used to take measurements Earth, and their for cultural heritage. article reviewed available source presenting history astrogeodetic control point Sucha Góra-Trockenberg as a monument first order triangulation network, in cartographic materials starting local geodetic networks, mining until 2000 ...

Modern surveying is evolving rapidly, applying new technologies and measurement techniques. Today, the use of satellite equipment an integral part geodetic engineering work. Widespread GNSS-technology in tasks construction land management to establish boundaries municipalities other administrative-territorial entities, plots with fixing such by landmarks determination their coordinates became p...

the zagros fold-and-thrust belt is tectonically active and often has active faults with insensible and slow motions. determining the rate of movement and displacement in these faults requires very precise measurements. one of the measurement methods of fault movements is using geodetic and micro-geodetic studies. this research is focused on one of the active faults in the north of shiraz city, ...

Estimating the measurement uncertainties of coordinates points that are not accessible by direct geodetic surveying (hidden points) is topic this study. The simplicity which can be found for such hidden when practicing indirect observations total station or Global Navigation Satellite System (GNSS) demonstrated. A three-dimensional solution obtained using a two-prism hidden-point rod and two-di...

Since the Global Navigation Satellite System (GNSS) has been a common and convenient practice for many local geospatial applications, it is required to transform geodetic coordinates from global datums. In Sri Lankan context, datum transformation performed WGS84 Everest (1830) Usually, parameters are determined using least squares adjustment technique. This research compares ordinary total tech...

During the 88th and 96th Conferences of the Working Committee of the Surveying Authorities of the States of the Federal Republic of Germany (AdV) in 1991 and 1995 the resolution was passed to introduce the European Terrestrial Reference System 1989 (ETRS89) with the universal transversals Mercator projection (UTM) as map projection of GRS80 Ellipsoid in Germany and Europe uniformly. The task of...

Let G : (V, E, ω) be a finite, connected, weighted graph without loops and multiple edges. In a weighted graph each arc is assigned a weight by the weight function ω: E    . A u−v path P in G is called a weighted u−v geodesic if the weighted distance between u and v is calculated along P. The strength of a path is the minimum weight of its arcs, and length of a path is the number of edges in...

The paper presents the calibration and analysis of a terrestrial laser scanner Riegl LMS-Z420i. Two different calibration fields were scanned with this laser scanner from different positions. The calibration fields are equipped with signalized targets to be measured within the laser scanner point cloud interactively or automatically. The measured spherical coordinates (distance, horizontal angl...

For a connected graph G of order n, a set S of vertices is called a double geodetic set of G if for each pair of vertices x, y in G there exist vertices u, v ∈ S such that x, y ∈ I[u, v]. The double geodetic number dg(G) is the minimum cardinality of a double geodetic set. Any double godetic of cardinality dg(G) is called dg-set of G. The double geodetic numbers of certain standard graphs are o...

[1] The geodetic velocity and strain rate patterns in Anatolia constrain the rheology of the lithosphere, once compared with thin shell finite element tectonic model predictions. Geodetic and modeled deformation favors a hard lithospheric rheology, responsible for the high EastWest horizontal velocities in the center of Anatolia, between 39 –41 N, in proximity of the North Anatolian Fault. The ...