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costing on geospatial planning and management for accuracy assessment of geoidal heights determination from earth gravity model of part of obafemi awolowo university campus

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this document contains costing on accuracy assessment of geoidal heights determination from earth gravity model of part of obafemi awolowo university campus using geospatial planning and management.

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Name: Abraham Kehinde Joshua
Matric No: ESM/2016/001
Course Code: SVG 513 (Geospatial Planning and Management)



Title of Proposed Project: Accuracy Assessment of Geoidal Height Determination from Earth

Gravity Models of Part of Obafemi Awolowo University, Ile-Ife.

Thematic Area: Part Obafemi Awolowo University, Ile-Ife.

Background to the Project: geoid is an equipotential surface that coincide with the mean sea

level. It is defined as the equipotential surface of the earth’s gravity field which best fits in the

least square sense; the mean sea level. The geoid undulation or geoidal height is the height of the

geoid relative to a given reference ellipsoid. The geoid height (N) is the difference of the vertical

distance between the reference geoid and the ellipsoid. This study will also create the

opportunity to know the efficiency and performance of applying earth gravity models as a

plausible practical alternative technology to the traditional geometric method in estimating

geoidal heights. It could also improve the general accuracy method in topographic mapping and

three-dimensional (3D) coordinate transformation.

This study will create the opportunity for geospatial practitioners in developing countries like

Nigeria to arrive at a consensus on the most appropriate alternative technique applicable for

estimating local geoid heights within the local geodetic reference network.

Aim and Objectives

The aim of this study is to access the accuracy of geoidal height determination from earth

gravity models for part of Obafemi Awolowo University, Ile-Ife.

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