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Assessment of the polynomials for conversion between Geodetic coordinates (φ, λ) and the UTM and “Or Vice Versa”, Civil Engineering Research Magazine (CERM), Vol. 31, No. (3), Al-Azhar University, Cairo, Egypt – July .

Civil Engineering Research Magazine (CERM) • 2009
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Publication Information
Authors Ali A. H.
Keywords Not Available
Journal Civil Engineering Research Magazine (CERM)
Publisher Not Available
Volume 31
Issue 3
Pages Not Available
publication.type Local
Paper Link Not Available
Supplementary Materials Not Available
Abstract
Maps, either in “traditional or digital forms” are considered the prime source for spatial data that
applied to represent the shape of the earth and to define the features positions.
According to the recent advancement of the satellite geodesy, especially GPS, as a major source of
the surveying data that applied for mapping purposes and produces coordinates that defined with
respect to the World Geodetic System 1984.
The coordinates of GPS are taken directly everywhere and projected for mapping using UTM
projection. Most of the users are not familiar with the details of coordinate transformation and
projections. Therefore, this paper is prepared to help the non specialized user to exchange between
geodetic coordinates (φ, λ) to UTM projection and vice versa using the polynomial with different
orders. The area of Egypt (25° E to 37° E) is divided into 5 regions. The behavior of the polynomial
is assessed using check points to specify the proper order with each region. The 4th and 5th order
gave the best results according to the particular region. In order to test the proposed methodology
a computer package is designed and the results are analyzed and checked.