Title of article
Least-Cost Design of Water Distribution Networks under Demand Uncertainty
Author/Authors
Savic، Dragan A. نويسنده , , Walters، Godfrey A. نويسنده , , Kapelan، Zoran S. نويسنده , , Babayan، Artem نويسنده ,
Issue Information
دوفصلنامه با شماره پیاپی سال 2005
Pages
-374
From page
375
To page
0
Abstract
Due to inherent variability in instantaneous water consumption levels, values of demands at nodes in a water distribution system remain one of the major sources of uncertainty in the network design process. Uncertainty in demand leads to uncertainty in head at the nodes, which, in turn, affects the system performance and has to be taken into account when designing new water distribution systems or extending/rehabilitating existing ones. One approach to dealing with this difficulty is to formulate and solve the stochastic optimization problem providing a robust, cost-effective solution. However, stochastic formulation usually requires Monte Carlo simulation, which involves calculation of a large number of state estimates, even for relatively simple networks. This renders the approach intractable when combined with heuristic adaptive search techniques, such as genetic algorithms (GAs) or simulated annealing. These methodologies require the fitness function to be evaluated for thousands of possible network configurations in the course of the search process. In this paper a new approach to quantifying the influence of demand uncertainty on nodal heads is proposed. The original stochastic model is reformulated as a deterministic one, which uses standard deviation as a natural measure of variability. Such an approach allows the use of effective numerical methods to quantify the influence of uncertainty on the robustness of water distribution system solutions. The deterministic equivalent is then coupled with an efficient GA solver to find robust and economic solutions. The proposed methodology was tested on the New York tunnels and Anytown problems. A number of low cost network solutions were found for different levels of reliability and different forms of probability distribution function for demands. The robustness of the solutions found was compared to known solutions for deterministic formulations, whose results were postprocessed using full Monte Carlo simulation.
Keywords
Cost control , Water use , Water distribution systems , Algorithms , Uncertainty principles
Journal title
Journal of Water Resources Planning and Management
Serial Year
2005
Journal title
Journal of Water Resources Planning and Management
Record number
114228
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