Autor: Kuczynska, J - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Application of mirrorless total stations for small architectural objects documcntation
Autorzy:: Kowalczyk, K.
Kuczyńska, J.
Powiązania:: https://bibliotekanauki.pl/articles/225584.pdf
Data publikacji:: 2009
Wydawca:: Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:: skanowanie laserowe
AutoCAD
oprogramowanie Topcon
laser scanning
Topcon software
Opis:: There are many various methods of construction objects documentation: laser scanning, total station scanning, photogramrnetric single- and double-picture methods. Above techniques require special surveying equipment, photogrammetric knowledge and also computers with enough computational power and proper software. The research goal on this paper was to test an application of mirrorless total stations for smali architectural objects documentation (churchside shrine). The documentation works were conducted directly in the field. Results elaboration was made using Auto Cad and Topcon software.
Źródło:: Reports on Geodesy; 2009, z. 2/87; 177-183
0867-3179
Pojawia się w:: Reports on Geodesy
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 2.

Tytuł:: Preliminary unification of Kronsztadt86 local vertical datum with global vertical datum
Autorzy:: Łyszkowicz, A.
Kuczyńska-Siehień, J
Biryło, M.
Powiązania:: https://bibliotekanauki.pl/articles/106907.pdf
Data publikacji:: 2014
Wydawca:: Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:: vertical datum unification
geopotential differences
gravity potential
punkt odniesienia
różnica geopotencjalna
potencjał grawitacyjny
Opis:: The study concerns computation of the gravity potential difference between the Kronsztadt86 datum and the global vertical datum. This method is based on the use of ellipsoidal heights from satellite observations, normal heights obtained from the conducted leveling campaign and quasigeoid/ellipsoid separations computed based on the EGM2008 model. The obtained results indicate that there are substantial differences in the estimated value of the parameter DW, computed from three different satellite networks: POLREF, EUVN-DA and ASG-EUPOS. The parameter was determined with sufficient accuracy and the applied systematic error model has low efficiency. The computations reveal that the best value of DW for the territory of Poland is 0.43 m2s-2.
Źródło:: Reports on Geodesy and Geoinformatics; 2014, 97; 103-111
2391-8365
2391-8152
Pojawia się w:: Reports on Geodesy and Geoinformatics
Dostawca treści:: Biblioteka Nauki

Artykuł

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