Technical Papers
Feb 1, 2012

Basic Concepts of Optimization and Design of Geodetic Networks

Publication: Journal of Surveying Engineering
Volume 138, Issue 4

Abstract

This contribution reviews a few basic concepts of optimization and design of a geodetic network. Proper assessment and analysis of networks is an important task in many geodetic-surveying projects. Appropriate quality-control measures should be defined, and an optimal design should be sought. The quality of a geodetic network is characterized by precision, reliability, and cost. The aim is to present a few case studies that have been designed to meet optimal precision and reliability criteria. Though the case studies may be of interest to the geodetic community in their own right, the aim is to gain insight into the general optimization problem of a geodetic network. This is also potentially of interest for educational purposes. The case studies include a zeroth-order design to improve the precision of the network points in a traverse network and a first-order design to meet the high reliability and maximum precision criteria in a geodetic network. It is shown that not only the configuration of the network but also the type of the observations used can affect the design criteria. For example, the case studies presented show that the optimal shape of the trilateration network (intersection with distances) can result in a weak network in the sense of reliability and precision if the observations are replaced by angles rather than distances (triangulation network). In close relation to the optimization problem of a geodetic network, the global positioning system satellite configuration is also optimized for a particular case that provides the minimum value of the geometric dilution of precision.

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Acknowledgments

We would like to acknowledge the valuable comments of the editor-in-chief and two anonymous reviewers, which improved the presentation of this paper.

References

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 138Issue 4November 2012
Pages: 172 - 183

History

Received: Jun 22, 2011
Accepted: Jan 30, 2012
Published online: Feb 1, 2012
Published in print: Nov 1, 2012

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Authors

Affiliations

A. R. Amiri-Simkooei, M.ASCE [email protected]
Assistant Professor, Dept. of Surveying Engineering, Faculty of Engineering, Univ. of Isfahan, Hezar-Zerib Ave., 8174673441 Isfahan, Iran; and Acoustic Remote Sensing Group (ACRS), Faculty of Aerospace Engineering, Delft Univ. of Technology, Kluyverweg 1, 2629 HS, Delft, Netherlands (corresponding author). E-mail: [email protected]
J. Asgari
Assistant Professor, Dept. of Surveying Engineering, Faculty of Engineering, Univ. of Isfahan, Hezar-Zerib Ave., 8174673441 Isfahan, Iran.
F. Zangeneh-Nejad
M.Sc. Student, Dept. of Surveying Engineering, Faculty of Engineering, Univ. of Isfahan, Hezar-Zerib Ave., 8174673441 Isfahan, Iran.
S. Zaminpardaz
M.Sc. Student, Dept. of Surveying and Geomatics Engineering, Geodesy Division, Faculty of Engineering, Univ. of Tehran, North-Kargar Ave., Amir-Abad, 1439-5515 Tehran, Iran.

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