Abstract

In this paper, we study the multiobjective co-design problem of optimal valve placement and operation in water distribution networks, addressing the minimization of average pressure and pressure variability indices. The presented formulation considers nodal pressures, pipe flows and valve locations as decision variables, where binary variables are used to model the placement of control valves. The resulting optimization problem is a multiobjective mixed integer nonlinear optimization problem. As conflicting objectives, average zone pressure and pressure variability can not be simultaneously optimized. Therefore, we present the concept of Pareto optima sets to investigate the trade-offs between the two conflicting objectives and evaluate the best compromise. We focus on the approximation of the Pareto front, the image of the Pareto optima set through the objective functions, using the weighted sum, normal boundary intersection and normalized normal constraint scalarization techniques. Each of the three methods relies on the solution of a series of single-objective optimization problems, which are mixed integer nonlinear programs (MINLPs) in our case. For the solution of each single-objective optimization problem, we implement a relaxation method that solves a sequence of nonlinear programs (NLPs) whose stationary points converge to a stationary point of the original MINLP. The relaxed NLPs have a sparse structure that come from the sparse water network graph constraints. In solving the large number of relaxed NLPs, sparsity is exploited by tailored techniques to improve the performance of the algorithms further and render the approaches scalable for large scale networks. The features of the proposed scalarization approaches are evaluated using a published benchmarking network model.

Highlights

  • The optimal operation of water distribution networks (WDNs) requires the satisfaction of multiple criteria, some of which may be conflicting, in order to deliver increasing water demand cost-efficiently (Newman et al 2014)

  • The application of the scalarization methods to multiobjective MIPs considered in this article relies on the solution of a series of single-objective non-convex optimization problems belonging to the class of mixed integer nonlinear programming (MINLP)

  • We have presented a multiobjective co-design optimization problem for optimal valve placement and operation in water distribution networks, addressing the minimization of average zone pressure and pressure variability

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Summary

Introduction

The optimal operation of water distribution networks (WDNs) requires the satisfaction of multiple criteria, some of which may be conflicting, in order to deliver increasing water demand cost-efficiently (Newman et al 2014). In the case of multiobjective mixed integer nonlinear optimization problems, as considered in the present work, discrete decision variables introduce additional complexities – the Pareto set may be composed of disconnected segments of curves and isolated points (Das 2000). The application of the scalarization methods to multiobjective MIPs considered in this article relies on the solution of a series of single-objective non-convex optimization problems belonging to the class of mixed integer nonlinear programming (MINLP). The solution of these problems requires handling non-convex nonlinear constraints in a discrete framework and it is challenging, for a general surveys on MINLP see Lee and Leyffer (2012). In the last section we apply the presented methods to approximate the Pareto front of our multiobjective optimization problem using a selected benchmarking network as case study

Problem formulation
Mathematical methods for the solution of multiobjective optimization problems
Weighted Sum Method
Normalized normal constraint method
Normal boundary intersection method
Solution of single-objective MINLPs: a continuous relaxation
Case study
Conclusions
Full Text
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