This paper proposes a new method to identify the near-optimal response to failures in water distribution networks in near real time. The response method is formulated as a two-objective optimization problem with objectives being the minimization of failure impacts and related operational costs. The new heuristics-based method is developed and used to solve this optimization problem. The method comprises three steps. In the first step, the initial list of available interventions is identified offline. In the second step (online), the narrowed-down list of interventions considered in the optimization is identified. Finally, in the last step (online), a novel heuristic algorithm is applied to identify near-optimal solutions in near real time. ...
Improving the resilience of water distribution systems (WDSs) to handle natural disasters (e.g., ear...
Water distribution systems (WDSs) are becoming increasingly complex and larger in scale due to the r...
The article discusses an example of the use of graph search algorithms with trace of water analysis ...
This is the author accepted manuscript. The final version is available from ASCE via the DOI in this...
This is the author accepted manuscript. The final version is available from American Society of Civi...
The present study proposes a new interactive methodology and an interactive tool for the response to...
Pipe ageing leads to an increment both in breakage frequency and leakages, and to a decrement in the...
Interruption to water services and low water pressure conditions are commonly observed problems in w...
Optimization of water distribution networks can effectively reduce their annual cost, which includes...
This paper presents a methodology for the optimal design of water supply networks. It features a mul...
Operation of water system distribution involves utilisation of pumps, tanks, and storages for th...
This paper presents a methodology for the optimal design of water supply networks. It features a mul...
Water distribution systems are a major component of a water utility’s asset and may constitute over ...
AbstractA hydraulic transient is the means by which a rapid change in steady-state flow is absorbed....
: In this study, we develop a bi-level optimization model for recovery of a disrupted water distribu...
Improving the resilience of water distribution systems (WDSs) to handle natural disasters (e.g., ear...
Water distribution systems (WDSs) are becoming increasingly complex and larger in scale due to the r...
The article discusses an example of the use of graph search algorithms with trace of water analysis ...
This is the author accepted manuscript. The final version is available from ASCE via the DOI in this...
This is the author accepted manuscript. The final version is available from American Society of Civi...
The present study proposes a new interactive methodology and an interactive tool for the response to...
Pipe ageing leads to an increment both in breakage frequency and leakages, and to a decrement in the...
Interruption to water services and low water pressure conditions are commonly observed problems in w...
Optimization of water distribution networks can effectively reduce their annual cost, which includes...
This paper presents a methodology for the optimal design of water supply networks. It features a mul...
Operation of water system distribution involves utilisation of pumps, tanks, and storages for th...
This paper presents a methodology for the optimal design of water supply networks. It features a mul...
Water distribution systems are a major component of a water utility’s asset and may constitute over ...
AbstractA hydraulic transient is the means by which a rapid change in steady-state flow is absorbed....
: In this study, we develop a bi-level optimization model for recovery of a disrupted water distribu...
Improving the resilience of water distribution systems (WDSs) to handle natural disasters (e.g., ear...
Water distribution systems (WDSs) are becoming increasingly complex and larger in scale due to the r...
The article discusses an example of the use of graph search algorithms with trace of water analysis ...