2011
DOI: 10.2478/v10277-012-0013-x
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Conversion between Cartesian and geodetic coordinates on a rotational ellipsoid by solving a system of nonlinear equations

Abstract: A new method to transform from Cartesian to geodetic coordinates is presented. It is based on the solution of a system of nonlinear equations with respect to the coordinates of the point projected onto the ellipsoid along the normal. Newton's method and a modification of Newton's method were applied to give third-order convergence. The method developed was compared to some well known iterative techniques. All methods were tested on three ellipsoidal height ranges: namely, (-10 -10 km) (terrestrial), (20 -1000 … Show more

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Cited by 40 publications
(13 citation statements)
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“…Geodesic slope: In 2017, ArcGIS added support for computing slope on a geodesic. Instead of computing the results in a Cartesian plane, the geodesic method computes directly on the ellipsoid [30]. It retains the use of a 3 × 3 neighborhood, but improves on the planar method by measuring the angle between the surface and the geodetic datum for each of the 8 adjacent cells, and is fitted with least squares described in Figure 1.…”
Section: Surface Gradientsmentioning
confidence: 99%
“…Geodesic slope: In 2017, ArcGIS added support for computing slope on a geodesic. Instead of computing the results in a Cartesian plane, the geodesic method computes directly on the ellipsoid [30]. It retains the use of a 3 × 3 neighborhood, but improves on the planar method by measuring the angle between the surface and the geodetic datum for each of the 8 adjacent cells, and is fitted with least squares described in Figure 1.…”
Section: Surface Gradientsmentioning
confidence: 99%
“…There are few algorithms that can be used for this purpose. Ligas and Banasik (2011) proposed a new approach based on the solution of the system of nonlinear equations. The proposed algorithm consists of two steps.…”
Section: Diverse Algorithmsmentioning
confidence: 99%
“…These satellite positioning technologies provide vast amounts of spatio-temporal datums in either curvilinear geodetic coordinates (ϕ, λ, h) or cartesian coordinate (X, Y, Z ) system. In the quest for solving most practical GPS navigation, geodetic, cartographical and astro-geodetic problems, it is important to convert geodetic coordinates into cartesian coordinates and vice versa (Civicioglu 2012;Ligas and Banasik 2011;Shu and Li 2010;Zhu 1994). The process of converting geodetic coordinates to cartesian coordinates is known as the forward conversion.…”
Section: Introductionmentioning
confidence: 99%