Dynamic monitoring as a part of structural health monitoring of dams

Safety of dams and other hydraulic structures is a complex procedure that must consider the individual characteristics of each structure and provide an insight in the structural health at every stage of the structure’s life cycle. Failures of structures permanently or temporarily retaining water may...

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Main Authors: Mateja Klun, Andrej Kryžanowski
Format: Article
Language:English
Published: Polish Academy of Sciences 2022-03-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/122757/PDF/art33.pdf
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author Mateja Klun
Andrej Kryžanowski
author_facet Mateja Klun
Andrej Kryžanowski
author_sort Mateja Klun
collection DOAJ
description Safety of dams and other hydraulic structures is a complex procedure that must consider the individual characteristics of each structure and provide an insight in the structural health at every stage of the structure’s life cycle. Failures of structures permanently or temporarily retaining water may cause large economic damage, environmental disasters, and loss of lives. An engineering design should, therefore, guarantee maximum security of such structures or maximize their reliability not only in ordinary operating conditions but also under extreme hydrological load. By performing structural heath monitoring (SHM), the safety can be optimized, including the performance and life expectancy of a structure by adopting an appropriate methodology to observe the identified failure modes for a selected dam type. To adopt SHM to hydraulic structures it is important to broaden the knowledge and understanding of the ageing processes on hydraulic structures, which can be achieved by laboratory testing and application and development of novel monitoring techniques, e.g., vibration monitoring. In Slovenia, we are increasingly faced with the problem of ageing of dam structures. At the same time, we are also faced with changes in the environment, especially with the variability in time-dependent loads and with new patterns of operation on dams used for hydropower, with several starts and stops of turbines happening on a daily basis. These changes can lead to a decrease in structural and operational safety of dams. In this paper we propose a methodology where the dynamic response of concrete dams is continuously monitored in few locations on the dam using accelerometers, while all significant structural members are measured in discrete time intervals using portable vibrometers. We focused on run-of-the-river dams, which are a common dam type in Slovenia. The pilot case for the system is lower Sava River with a cascade of 5 dams used for hydropower.
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spelling doaj.art-febb074a91cf40dfbab75172f00b9ad82022-12-22T02:49:07ZengPolish Academy of SciencesArchives of Civil Engineering2300-31032022-03-01vol. 68No 1569578https://doi.org/10.24425/ace.2022.140186Dynamic monitoring as a part of structural health monitoring of damsMateja Klun0https://orcid.org/0000-0002-3985-4359Andrej Kryžanowski1https://orcid.org/0000-0003-1583-9821University of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, 1000 Ljubljana, SloveniaUniversity of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, 1000 Ljubljana, SloveniaSafety of dams and other hydraulic structures is a complex procedure that must consider the individual characteristics of each structure and provide an insight in the structural health at every stage of the structure’s life cycle. Failures of structures permanently or temporarily retaining water may cause large economic damage, environmental disasters, and loss of lives. An engineering design should, therefore, guarantee maximum security of such structures or maximize their reliability not only in ordinary operating conditions but also under extreme hydrological load. By performing structural heath monitoring (SHM), the safety can be optimized, including the performance and life expectancy of a structure by adopting an appropriate methodology to observe the identified failure modes for a selected dam type. To adopt SHM to hydraulic structures it is important to broaden the knowledge and understanding of the ageing processes on hydraulic structures, which can be achieved by laboratory testing and application and development of novel monitoring techniques, e.g., vibration monitoring. In Slovenia, we are increasingly faced with the problem of ageing of dam structures. At the same time, we are also faced with changes in the environment, especially with the variability in time-dependent loads and with new patterns of operation on dams used for hydropower, with several starts and stops of turbines happening on a daily basis. These changes can lead to a decrease in structural and operational safety of dams. In this paper we propose a methodology where the dynamic response of concrete dams is continuously monitored in few locations on the dam using accelerometers, while all significant structural members are measured in discrete time intervals using portable vibrometers. We focused on run-of-the-river dams, which are a common dam type in Slovenia. The pilot case for the system is lower Sava River with a cascade of 5 dams used for hydropower.https://journals.pan.pl/Content/122757/PDF/art33.pdfdam safetystructural health monitoringvibration
spellingShingle Mateja Klun
Andrej Kryžanowski
Dynamic monitoring as a part of structural health monitoring of dams
Archives of Civil Engineering
dam safety
structural health monitoring
vibration
title Dynamic monitoring as a part of structural health monitoring of dams
title_full Dynamic monitoring as a part of structural health monitoring of dams
title_fullStr Dynamic monitoring as a part of structural health monitoring of dams
title_full_unstemmed Dynamic monitoring as a part of structural health monitoring of dams
title_short Dynamic monitoring as a part of structural health monitoring of dams
title_sort dynamic monitoring as a part of structural health monitoring of dams
topic dam safety
structural health monitoring
vibration
url https://journals.pan.pl/Content/122757/PDF/art33.pdf
work_keys_str_mv AT matejaklun dynamicmonitoringasapartofstructuralhealthmonitoringofdams
AT andrejkryzanowski dynamicmonitoringasapartofstructuralhealthmonitoringofdams