Resilient Design and Operation Of Urban Water Infrastructure Networks
Lina Sela

Citation
Lina Sela. "Resilient Design and Operation Of Urban Water Infrastructure Networks". Talk or presentation, 28, May, 2015.

Abstract
Infrastructure deterioration, demand-supply uncertainty, and risk of disruptions pose new challenges in maintaining infrastructure resilience. Resilient water networks aided by real-time sensing and analytics are crucial for societal well-being. First, a strategic sensor placement problem for pipe failure location identification is presented. We cast the fault location identification problem as the minimum test cover (MTC) problem. The MTC is a combinatorial optimization problem in which the objective is to select the minimum number of tests such that every event can be uniquely classified in one of the given categories based on selected tests’ outcomes. In our setup, the set of outcomes of tests are sensors’ states, events are pipe bursts, and classification categories are the location of the failed pipes. We solve the NP-hard MTC problem using greedy heuristic by exploiting submodularity of the counterpart set cover problem. We suggest several metrics to evaluate the performance of the design, including detection, identification, and localization scores, and worst localization performance. Secondly, a demand-supply control approach for optimal flow in branched water networks is presented. We develop a convex approximation to the nonconvex optimal flow problem using geometric programing (GP). We consider network control under limited resources by operation of pumps and valves and controlled collective and individual demand shedding of network consumers. The convex optimal flow problem is efficiently solved using state-of-the-art solver. We demonstrate our methods using real water infrastructure networks.

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Citation formats  
  • HTML
    Lina Sela. <a
    href="http://www.cps-forces.org/pubs/70.html"
    ><i>Resilient Design and Operation Of Urban Water
    Infrastructure Networks</i></a>, Talk or
    presentation,  28, May, 2015.
  • Plain text
    Lina Sela. "Resilient Design and Operation Of Urban
    Water Infrastructure Networks". Talk or presentation, 
    28, May, 2015.
  • BibTeX
    @presentation{Sela15_ResilientDesignOperationOfUrbanWaterInfrastructureNetworks,
        author = {Lina Sela},
        title = {Resilient Design and Operation Of Urban Water
                  Infrastructure Networks},
        day = {28},
        month = {May},
        year = {2015},
        abstract = {Infrastructure deterioration, demand-supply
                  uncertainty, and risk of disruptions pose new
                  challenges in maintaining infrastructure
                  resilience. Resilient water networks aided by
                  real-time sensing and analytics are crucial for
                  societal well-being. First, a strategic sensor
                  placement problem for pipe failure location
                  identification is presented. We cast the fault
                  location identification problem as the minimum
                  test cover (MTC) problem. The MTC is a
                  combinatorial optimization problem in which the
                  objective is to select the minimum number of tests
                  such that every event can be uniquely classified
                  in one of the given categories based on selected
                  tests’ outcomes. In our setup, the set of
                  outcomes of tests are sensors’ states, events
                  are pipe bursts, and classification categories are
                  the location of the failed pipes. We solve the
                  NP-hard MTC problem using greedy heuristic by
                  exploiting submodularity of the counterpart set
                  cover problem. We suggest several metrics to
                  evaluate the performance of the design, including
                  detection, identification, and localization
                  scores, and worst localization performance.
                  Secondly, a demand-supply control approach for
                  optimal flow in branched water networks is
                  presented. We develop a convex approximation to
                  the nonconvex optimal flow problem using geometric
                  programing (GP). We consider network control under
                  limited resources by operation of pumps and valves
                  and controlled collective and individual demand
                  shedding of network consumers. The convex optimal
                  flow problem is efficiently solved using
                  state-of-the-art solver. We demonstrate our
                  methods using real water infrastructure networks.},
        URL = {http://cps-forces.org/pubs/70.html}
    }
    

Posted by Carolyn Winter on 10 Jun 2015.
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