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Assessing Components of Deflection of the Vertical from GPS and Leveling Measurements in Konya GPS Test Network

Year 2010, Issue: 103, 9 - 14, 01.12.2010

Abstract

Deflection of the vertical is used in geoid modeling for reducing geodetic measurements to ellipsoid plane in geodetic networks vertical and horizontal angle observations and distance measurements . Generally it is obtained using astro-geodetical and gravimetrical techniques which are very difficult and timeconsuming. The ellipsoidal coordinates of points are easily achievable using the satellite position determination techniques as GPS in geodesy. In the case of determination of orthometric heights for the points with geometric leveling, the geoidal height differences and the components of the deflection of the vertical components can be calculated much more easily and faster than the other techniques using GPS and leveling measurements. In this study, the computation of the deflection of the vertical components from GPS and leveling measurements are discussed. Moreover, the values obtained from both GPS and leveling measurements are compared with global geoid models, namely EGM96 and CG03C, and local geoid model TG03 . The components of the deflection of the vertical / north-south and 0 east-west are obtained as /=-4,15”±0,61”, 0=8,75”±0,69” from GPS and leveling, /=-5,64”, 0=1,95” from EGM96 geoit model, /=-4,85”, 0=1,82” from CG03 geoit model, /=-7,47”, 0=-0,51” fromTG03 and /=-3,9”, 0=4,6” from Astro-Geodetic deflection of vertical map of Turkey which was drawn by Ayan 1976 . When the values obtained from GPS and leveling measurements are compared with the ones from other methods, the north-south component approximately has been found to be consistent with each other while there are some discrepancies at east-west direction. It is rather not surprising to obtain non-comparable results especially in the absence of sufficient data about terrestrial gravity relating to Turkey in the global geoid models EGM96 and CG03C .

GPS ve Nivelman Ölçüleri ile Çekül Sapması Bileşenlerinin Hesaplanması ve Konya GPS Test Ağı Örneği

Year 2010, Issue: 103, 9 - 14, 01.12.2010

Abstract

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Details

Primary Language Turkish
Journal Section Research Article
Authors

Ayhan Ceylan This is me

Publication Date December 1, 2010
Published in Issue Year 2010 Issue: 103

Cite

APA Ceylan, A. (2010). GPS ve Nivelman Ölçüleri ile Çekül Sapması Bileşenlerinin Hesaplanması ve Konya GPS Test Ağı Örneği. Jeodezi Ve Jeoinformasyon Dergisi(103), 9-14.
AMA Ceylan A. GPS ve Nivelman Ölçüleri ile Çekül Sapması Bileşenlerinin Hesaplanması ve Konya GPS Test Ağı Örneği. hkmojjd. December 2010;(103):9-14.
Chicago Ceylan, Ayhan. “GPS Ve Nivelman Ölçüleri Ile Çekül Sapması Bileşenlerinin Hesaplanması Ve Konya GPS Test Ağı Örneği”. Jeodezi Ve Jeoinformasyon Dergisi, no. 103 (December 2010): 9-14.
EndNote Ceylan A (December 1, 2010) GPS ve Nivelman Ölçüleri ile Çekül Sapması Bileşenlerinin Hesaplanması ve Konya GPS Test Ağı Örneği. Jeodezi ve Jeoinformasyon Dergisi 103 9–14.
IEEE A. Ceylan, “GPS ve Nivelman Ölçüleri ile Çekül Sapması Bileşenlerinin Hesaplanması ve Konya GPS Test Ağı Örneği”, hkmojjd, no. 103, pp. 9–14, December 2010.
ISNAD Ceylan, Ayhan. “GPS Ve Nivelman Ölçüleri Ile Çekül Sapması Bileşenlerinin Hesaplanması Ve Konya GPS Test Ağı Örneği”. Jeodezi ve Jeoinformasyon Dergisi 103 (December 2010), 9-14.
JAMA Ceylan A. GPS ve Nivelman Ölçüleri ile Çekül Sapması Bileşenlerinin Hesaplanması ve Konya GPS Test Ağı Örneği. hkmojjd. 2010;:9–14.
MLA Ceylan, Ayhan. “GPS Ve Nivelman Ölçüleri Ile Çekül Sapması Bileşenlerinin Hesaplanması Ve Konya GPS Test Ağı Örneği”. Jeodezi Ve Jeoinformasyon Dergisi, no. 103, 2010, pp. 9-14.
Vancouver Ceylan A. GPS ve Nivelman Ölçüleri ile Çekül Sapması Bileşenlerinin Hesaplanması ve Konya GPS Test Ağı Örneği. hkmojjd. 2010(103):9-14.