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LOCAL GEOID DETERMINATION FOR KADINHANI REGION

F. Basciftci, H. Cagla, S. Akkus, T. Ayten

First published: 2010DOI pendingView metrics

Abstract

GPS (Local Positioning System) technique is still the most applied positioning system in practical applications and engineering projects in our country and in the world. Since GPS measuring is commonly used in every kind of geodesic study, heights used in practice can be obtained easily in demanded accuracy from GPS. However it is necessary to determine geoid which had enough precision in working place. Because geoid is a natural relation between the ellipsoidal height (h) determined by satellite and orthometric height determined in different ways according to the type of data and methods are used. In this study, a test area was selected in KadД±nhanД± district of Konya city to determine the local geoid. In previous years, local geodesic network in KadД±nhanД± region was established apt to the coordinate system of the country and the network has been used to the present. Geoid undulations were determined by establishing suitable points to intensify the net for the purpose of the test.

Publication details

Title
LOCAL GEOID DETERMINATION FOR KADINHANI REGION
Authors
F. Basciftci, H. Cagla, S. Akkus, T. Ayten
Proceedings
10th International Multidisciplinary Scientific GeoConference SGEM2010
Publisher
SGEM Scientific GeoConference
Year
2010
Pages
877-884
SWS Citekey
Basciftci2010307
ISSN
1314-2704
ISBN
954-91818-1-2
Language
en
Publication type
Conference Paper
Keywords
References9
  1. Banarjee, P., Foulger, G.R., Satyaprakash, and Dabral, C.P., (1999), "Geoid undulation modelling and Journal of Geodesy, 73, 79-86. interpretation at Ladak, NW Himalaya using GPS and levelling data",

  2. Featherstone, W.E., Dentith, M.C., Kirby, J.F., (1998), "Strategies for accurate determination of orthometric heights from GPS", Survey Review, 34, 267, 278-296.

  3. Fotopoulos, G, Kotsakis, C, Sideris, M.C., (2003), "How Accurately Can We Determine Orthometric Height Differences from GPS and Geoid Data?", Journal of Surveying Engineering, Vol. 129, No. l,pp. 1-10.

  4. Gilliland, J.R., Jaksa, D.S., (1994), "GPS - A tool for orthometric height determinations", Survey Review, 32, 251, 265-272.

  5. Hardy, R.L. 1971. Multiquadratic Equation Of Topography And Other Irregular Surface, Journal Of Geophysical Research, Vol.76,No8

  6. Yurt, K., Gökalp, E., (2009), "Geometrik ve Gravimetrik (Gel-Gitten Bagimsrz) Jeoid Modellerinin Karsilastinlmasi: Trabzon Omegi", Harita Teknolojileri Elektronik Dergisi CiIt: 1,No: 1, (23-31).

  7. Leberl, F. 1973. Interpolation in a Square Grid DTM, ITC Journal, 1973-75

  8. Sanhoglu 1., Ceylan A., Inai C, Çorumluoglu Ö., Kalayci ?. 2002, Konya Bölgesi için GPS ile Eide Edilen Elipsoidal Yüksekliklerden Ortometrik Yüksekliklerin Hesaplanmasi, Selçuk Üniversitesi Jeodezi ve Fotogrametri Mühendisligi Ögretiminde 30. YiI Sempozyumu, 210-21 7, Konya

  9. Yilmaz, M., Arslan, E., 2005, Polinom Derecesi lie Geoit Yüksekligi Presizyonu Arasmdaki Iliskinin Arastinlmasi, Harita ve Kadastro Mühendisleri Odasi, Mühendislik Ölcmeleri STB Komisyonu 2. Mühendislik Ölcmeleri Sempozyumu 23-25 Kasim, ÍTÜ, Istanbul.

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