Porównanie wyników pomiarów czujnikami inklinometrycznymi z pomiarami GNSS w monitoringu permanentnym przemieszczeń obiektów

• Autorzy: Ćwiąkała P. , Kudrys J.

Warianty tytułu

EN

The comparison of results of surveys conducted by means of inclinometer sensors and GNSS in permanent monitoring of objects translocation

• Języki publikacji: PL

Abstrakty

PL

W artykule omówiono wyniki pomiarów dwoma systemami. Jednym z nich pochyłomierz elektroniczny, a drugim zestaw odbiorników GNSS. Urządzenia zamontowane są na jednym budynku. Opracowanie wyników polegało na obliczeniu zmian pochyleń obiektu rejestrowanych przez inklinometr i porównanie ich ze zmianami współrzędnych punktów wyznaczonych na podstawie pomiarów satelitarnych wykonanych techniką PPP. Analizy miały na celu wykazanie podobieństwa w rejestrowanych przez urządzenia deformacjach budynku.

EN

: In the paper the results of surveys conducted by means of two surveying systems are presented. One of the systems is a precise electronic inclinometer (Fig. 2), while the other is a set of two GNSS receivers. The devices are installed on one building. The study of the results consisted in calculating changes in the object’s inclinations recorded locally by the inclinometer and comparing them with the changes of coordinates of points marked on the basis of satellite surveys conducted by means of the PPP technique. The analyses were aimed at revealing the similarities in the building deformations recorded by the devices. The surveys were performed on the building which belongs to the AGH University of Science and Technology in Krakow. In Fig. 1A the localisation of the building on the area of the university is presented, whereas Fig. 1B shows the approximate position of the surveying devices on the object. The study presents the results of observations related to the changes in the object’s inclination which were recorded from 22nd March 2013 to 31st March 2013. The unprocessed observation data from the NIVEL device was processed by the comparison of changes in the object’s inclinations in daily intervals. The coordinates of the KRAW and KRA1 points were marked by means of the PPP technique, also in a daily interval. The results of the comparison for the whole analysed period of time- after the subtrac-tion of the average value- are presented in Fig. 4.

Słowa kluczowe

PL

pomiar wychyleń; pomiar przemieszczeń; GNSS-PPP; monitoring permanentny

EN

inclination survey; translocation survey; GNSS-PPP; permanent monitoring

• Wydawca: Wydawnictwo PAK
• Czasopismo: Pomiary Automatyka Kontrola
• Rocznik: 2014
• Tom: R. 60, nr 3
• Strony: 156--159
• Opis fizyczny: Bibliogr. 9 poz., rys., wykr.

Twórcy

autor

Ćwiąkała P.

• Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie, Wydział Geodezji Górniczej i Inżynierii Środowiska, Al. Mickiewicza 30, 30-059 Kraków

autor

Kudrys J.

• Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie, Wydział Geodezji Górniczej i Inżynierii Środowiska, Al. Mickiewicza 30, 30-059 Kraków

Bibliografia

• [1] Brownjohn J., Rizos C., Tan G. H., Pan T. C.: Real-Time Long-Term Monitoring of Static and Dynamic Displacements of an Office Tower, Combining RTK GPS and Accelerometer data. 1st FIG International Symposium on Engineering Surveys for Construction Works and Structural Engineering, 2004.
• [2] Çelebi, M. Sanli, A.: GPS in Pioneering Dynamic Monitoring of Long-Period Structures. Earthquake Spectra, Vol. 18(1):47-61, 2002.
• [3] Chrzanowski A., Secord J. M.: Tilt Measurement. Chapter 15 in The Measurement, Instrumentation, and Sensors Handbook. CRC Press, ISBN 0849383471,s. 15/1-15/11, 1999.
• [4] Ćwiąkała P.: Monitoring of displacements of building structures subjected to effects of underground mining exploitation. Geodesy and mine surveying, Photogrammetry and remote sensing, STEF92 Technology Ltd., s. 331–338, 2013.
• [5] Dach R., Hugentobler U., Fridez P., Meindl M.: Bernese GPS Software Version 5.0, Astronomical Institute, University of Bern, 2007.
• [6] Henriques M. J., Lima J. N., Oliveira S. B.: Measuring Inclinations in Cabril Dam with an Optoelectronic Sensor. Dam and Reservoir Engineering Surveying, Knowing to manage the territory, protect the environment, evaluate the cultural heritage, s. 1-15, 2012.
• [7] Inal C.,Yigit C. O., Yetkin M.: Monitoring of tall building’s dynamic behaviour using precision inclination sensors. 13th FIG Symposium on Deformation Measurement and Analysis, Lisbon, 2008.
• [8] Leica Geosystems AG.: Nivel 210/Nivel220 User Manual. Leica Geosystems AG. Switzerland, 2007.
• [9] Zumberge J. F., Heflin M. B., Jefferson D. C., Watkins M. M., Webb F. H.: Precise point positioning for the efficient and robust analysis of GPS data from large networks, J. Geophys. Res., vol. 102(B3), s. 5005–5017, 1997.