Results 241 to 250 of about 1,636,028 (309)
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Comput. Aided Civ. Infrastructure Eng., 2022
Water distribution networks (WDNs) are critical infrastructure for communities. The dramatic expansion of the WDNs associated with urbanization makes them more vulnerable to high‐consequence hazards such as earthquakes, which requires strategies to ...
Xudong Fan, Xijin Zhang, Xiong Yu
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Water distribution networks (WDNs) are critical infrastructure for communities. The dramatic expansion of the WDNs associated with urbanization makes them more vulnerable to high‐consequence hazards such as earthquakes, which requires strategies to ...
Xudong Fan, Xijin Zhang, Xiong Yu
semanticscholar +1 more source
Stability of drinking water distribution network
2016 European Control Conference (ECC), 2016We strive to prove stability of a hydraulic network,where the pressure at the end user is controlled with PIcontrol. The non-polynomial model is represented by numerouspolynomial systems defined on sub-sets of R^n. The sub-sets aredefined by compact basic semi-algebraic sets.
Tobias Leth +3 more
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Water Distribution Network Reliability Assessment and Isolation Valve System
Journal of water resources planning and management, 2020Mechanical reliability analysis of water distribution networks (WDNs) refers to the assessment to provide correct service to customers under abnormal functioning conditions due to system co...
O. Giustolisi
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, 2020
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 the research of water resources management.
D. Valis +3 more
semanticscholar +1 more source
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 the research of water resources management.
D. Valis +3 more
semanticscholar +1 more source
Hydraulically Predictable Water Distribution Networks
Civil-Comp Proceedings, 2009There is a considerable amount of uncertainty associated with the design and operation of water distribution systems. These include: long-term projections of the growth in demand; the spatial distribution of the nodal demands coupled with diurnal and seasonal consumption patterns; variations in electricity/energy tariffs; bursts and component failures;
Tanyimboh, T., Setiadi, Y.
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Sequential Monitoring of Water Distribution Network
IFAC Proceedings Volumes, 2012Abstract Monitoring drinking water is a public health problem because water is essential for human life. A typical modern drinking water distribution system includes a water purification plant, water towers, water tanks, pumps and pipes. Many procedures are developed for monitoring water quality in water treatment plants.
Guépié, Blaise Kévin +2 more
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A practical multi-objective optimization sectorization method for water distribution network.
Science of the Total Environment, 2019In recent years, water leakage problems in water distribution networks (WDN) have been attracting more attention, with an emphasis on energy and water resources.
Kui Zhang +4 more
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Designing ecologically-inspired robustness into a water distribution network
, 2020Eco-Industrial Parks (EIPs), network of industries that collaborate by utilizing each other’s byproducts and wastes, are highly desirable for both the industries themselves, their environment, and governments due to their economic, environmental, and ...
Tirth Dave, A. Layton
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Detection and Prediction of Leakages in Water Distribution Networks
Proceedings of the 12th International Conference on Data Science, Technology and Applications, 2023Leakages are one of the main causes of water loss in a water distribution system (WDS). In recent years, the increasing of streaming data coming from sensors installed in the water network, allows the monitoring the health status of each asset of the WDS.
Mariaelena Berlotti +3 more
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Optimal Design of Water Distribution Networks
Journal of the Hydraulics Division, 1978A method for the optimal design of water distribution networks is presented. It defines the least-cost solution for a closed network, using standard diameters on the market. It can take into account the branches whose diameter value are assigned (existing); the range of velocities in the pipes and of the hydraulic heads can be imposed. And, lastly, the
CENEDESE A., MELE, Paolo
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