Abstract

This paper presents a methodology for optimizing the operations of water distribution networks. The methodology combines the use of best management practices with a pseudogenetic algorithm, and has been applied to solve the problem of the battle of background leakage assessment for water networks. This problem involves more than 70,000 decision variables. To reduce this number, the problem was divided into three steps. First, a preliminary analysis was performed to define criteria for the replacement of pipes and pumps with a definition of potential subareas. Then, an optimization model was used to determine the pump schedule and pipe replacement. Finally, fine adjustments were performed including pump replacement, control pressure valve usage, and valve-setting definition. The main conclusion derived from this work is that a proper combination of optimization techniques and manual adjustments based on the use of engineering judgment is suitable to solve generic problems in water supply networks. (C) 2015 American Society of Civil Engineers.