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contributor authorDora Roque
contributor authorJosé Nuno Lima
contributor authorDaniele Perissin
contributor authorAna Paula Falcão
contributor authorJosé V. Lemos
contributor authorAna Maria Fonseca
date accessioned2022-01-31T23:51:09Z
date available2022-01-31T23:51:09Z
date issued8/1/2021
identifier other%28ASCE%29SU.1943-5428.0000361.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270465
description abstractInterferometric synthetic aperture radar (InSAR) is a cost-effective method for displacement measurement at dams and reservoir banks, and is especially relevant for structures without embedded equipment or rarely monitored. However, the lack of redundant observations prevents the determination of a posteriori variances for InSAR measurements, which limits the uptake of the InSAR technology for structure monitoring. This paper presents a methodology for the integration of persistent scatterer interferometry (PSI) and Global Navigation Satellite System (GNSS) displacement measurements. Double differences between PSI and GNSS data are used as observations in a redundant network connecting the points of interest, with GNSS data used to constrain PSI measurements. This procedure allows the determination of adjusted displacements and a posteriori variances at all network points. Maximum uncertainty of 3 mm was achieved for displacements along the SAR sensor line-of-sight at both the dam and its surrounding slopes. The proposed method is of interest for monitoring purposes, because it allows displacement measurement at both the structure and its surroundings, together with the displacement uncertainty, which aids decision makers in the planning of maintenance operations for the whole area influenced by the dam.
publisherASCE
titleIntegrated InSAR and GNSS Monitoring Subsystem for an Arch Dam and Reservoir Banks
typeJournal Paper
journal volume147
journal issue3
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000361
journal fristpage05021003-1
journal lastpage05021003-12
page12
treeJournal of Surveying Engineering:;2021:;Volume ( 147 ):;issue: 003
contenttypeFulltext


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