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Two-epoch doptimal design of displacement monitoring networks
University West, Department of Engineering Science, Division of Computer, Electrical and Surveying Engineering.ORCID iD: 0000-0003-0067-8631
KTH.
2015 (English)In: Boletim de Ciências Geodésicas, ISSN 1413-4853, E-ISSN 1982-2170, Vol. 21, no 3, p. 484-497Article in journal (Refereed) Published
Abstract [en]

In the traditional method of optimal design of displacement monitoring networks a higher precision, times better than the desired accuracy of displacements, is considered for the net points in such a way that the accuracy of the detected displacements meets the desired one. However, in this paper, we develop an alternative method by considering the total number of observations in two epochs without such a simple assumption and we call it two-epoch optimisation. This method is developed based on the Gauss-Helmert adjustment model and the variances of the observations are estimated instead of the weights to optimise the observation plan. This method can deliver the same results as the traditional one, but with less required observations in each epoch

Place, publisher, year, edition, pages
2015. Vol. 21, no 3, p. 484-497
Keywords [en]
Gauss-Helmert Model, Least-Squares, Optimal Variance, Precision of Displacements
National Category
Infrastructure Engineering
Research subject
ENGINEERING, Geodesy
Identifiers
URN: urn:nbn:se:hv:diva-7706DOI: 10.1590/S1982-21702015000300027OAI: oai:DiVA.org:hv-7706DiVA, id: diva2:817341
Available from: 2015-06-05 Created: 2015-06-05 Last updated: 2019-12-03Bibliographically approved

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Eshagh, Mehdi

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