Geodezja
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ISSN 1234-6608
Issue Date
2006
Volume
T. 12
Number
Nr 2/1
Description
Journal Volume
Geodezja
T. 12 (2006)
Projects
Pages
Articles
Etapy rozwoju Wydziału Geodezji Górniczej i Inżynierii Środowiska AGH w latach 1951-2006
(Wydawnictwa AGH, 2006) Gocał, Jan
The short history of one of the faculties of AGH - University of Science and Technology was described. It is the Faculty of Mining Surveying and Environmental Engineering during years 1951-2006.
Profesor Józef Jachimski - zasłużony fotogrametra, naukowiec, promotor nauki, nauczyciel i wychowawca
(Wydawnictwa AGH, 2006) Sitek, Zbigniew
Józef Jachimski's biography - the Professor of AGH University of Science and Technology.
Profesor Jan Pielok - 41 lat pracy naukowo-badawczej i dydaktycznej
(Wydawnictwa AGH, 2006) Szewczyk, Jacek
Jan Pielok's biography - the Professor of AGH University of Science and Technology.
Wykorzystanie palmtopów w pracach geodezyjnych prowadzących do powstania mapy numerycznej
(Wydawnictwa AGH, 2006) Beluch, Józef; Krzyżek, Robert
Palmtop is a versatile electronic instrument applied to field works and used as a peripheral electronic device for surveying instruments: tachimeters, receivers of signals in GPS-RTK mode etc. Fundamentally its role is a recorder of archival data as benchmark co-ordinates or scanned and calibrated maps but also as a recorder of data information obtained at field works. It allows further numeric processing of mentioned above information and its visualisation. It is possible to use it for preliminary stage of numeric map creation. Recorded survey data (e.g. in *.mmp format for iPAQ H3850 palmtop) can be transmitted by proper software (for iPAQ H3850 palmtop is ActiveSync software) to any computer, where following software leads to realize a numeric map. The elaboration presents practical experience of the authors in palmtop applications.
Wykonywanie naziemnych zdjęć cyfrowych o ściśle określonej orientacji
(Wydawnictwa AGH, 2006) Bernasik, Jerzy; Mikrut, Sławomir
Taking surface images of precisely known (at the level of a theodolithe accuracy) elements of external orientation makes a rarely taken chance in terrestrial photogrammetry. Usually control points are used to increase the accuracy of the processing images when the orientation is not enough precisely known. It is particularly difficult - apparently - in case of photographs taken with non-metric cameras. The solution solved by the authors in the measurements of shape anomalies of slender buildings was based on a prototype instrument allowing the installation of a KODAK DCS 760 camera on a Theo 010 theodolithe. In the paper the authors present the results of studies enabling them to assess the accuracy of the orientation level of pictures. The described solution makes a new chance for the digital photogrammetry of a close-to-zero distance by widening the range of economically justified applications of this method in engineering and construction. The application of author's algorithms of the detection of features in a digital image allowed the analysis and measurement with a sub-pixel accuracy. This enables an accurate definition of the terrain co-ordinates of the measured points (elements).