[HTML][HTML] Asset management analytics for urban water mains: a literature review
This study presents a review of the state-of-the-art literature on water pipe failure predictions,
assessment of water losses risk, optimal pipe maintenance plans, and maintenance …
assessment of water losses risk, optimal pipe maintenance plans, and maintenance …
[HTML][HTML] Models and explanatory variables in modelling failure for drinking water pipes to support asset management: a mixed literature review
E Forero-Ortiz, E Martinez-Gomariz… - Applied Water …, 2023 - Springer
There is an increasing demand to enhance infrastructure asset management within the
drinking water sector. A key factor for achieving this is improving the accuracy of pipe failure …
drinking water sector. A key factor for achieving this is improving the accuracy of pipe failure …
Reliability modelling and analysis of water distribution network based on backpropagation recursive processes with real field data
D Vališ, K Hasilová, M Forbelská, Z Vintr - Measurement, 2020 - Elsevier
Any water distribution network (WDN) is a key element in critical infrastructure. As time
series data mining and modelling are developing apace, these provide promising tools for …
series data mining and modelling are developing apace, these provide promising tools for …
Monitoring line-infrastructure with multisensor SAR interferometry: Products and performance assessment metrics
L Chang, RPBJ Dollevoet… - IEEE journal of selected …, 2018 - ieeexplore.ieee.org
Satellite radar interferometry (InSAR) is an emerging technique to monitor the stability and
health of line-infrastructure assets, such as railways, dams, and pipelines. However, InSAR …
health of line-infrastructure assets, such as railways, dams, and pipelines. However, InSAR …
A risk component-based model to determine pipes renewal strategies in water distribution networks
Among the main concerns of water companies are to maintain the optimal performance of
pipes in water distribution networks (WDNs); this is achieved by activities, such as renewal …
pipes in water distribution networks (WDNs); this is achieved by activities, such as renewal …
Structural performance of buried prestressed concrete cylinder pipes with harnessed joints interaction using numerical modeling
M Hajali, A Alavinasab, C Abi Shdid - Tunnelling and Underground Space …, 2016 - Elsevier
Broken prestressing wire wraps are the main cause of failure in buried prestressed concrete
cylinder pipes (PCCP), which form the backbone of water and wastewater infrastructure …
cylinder pipes (PCCP), which form the backbone of water and wastewater infrastructure …
Novel methodology for efficiency-based long-term investment planning in water infrastructures
Uncertainties are a key issue for long-term capital investment planning in asset intensive
organizations. Amongst the sources of uncertainty are the quality and accuracy of readily …
organizations. Amongst the sources of uncertainty are the quality and accuracy of readily …
[HTML][HTML] Proving compliance of satellite InSAR technology with geotechnical design codes
KJ Reinders, G Giardina, F Zurfluh, J Ryser… - Transportation …, 2022 - Elsevier
In the planning stage of new infrastructure or when designing renovation of existing
infrastructure, information about existing slope movements or settlements is essential to …
infrastructure, information about existing slope movements or settlements is essential to …
Research on structure state identification method of segmented pipeline based on distributed optical fiber sensing
W Wu, G Xing, X Feng - Journal of Civil Structural Health Monitoring, 2024 - Springer
In view of the bending failure problem of segmented buried pipelines under the condition of
foundation soil settlement, this paper establishes a structural state identification method …
foundation soil settlement, this paper establishes a structural state identification method …
Prediction of breaks in municipal drinking water linear assets
Improper asset management practices increase the probability of water main failures due to
inactive intervention actions. The annual number of breaks of each pipe segment is known …
inactive intervention actions. The annual number of breaks of each pipe segment is known …