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contributor authorJavier Martínez-Solano F.;Iglesias-Rey Pedro L.;Mora Meliá Daniel;Ribelles-Aguilar José V.
date accessioned2019-02-26T07:54:01Z
date available2019-02-26T07:54:01Z
date issued2018
identifier other%28ASCE%29WR.1943-5452.0000938.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250154
description abstractThe problem presented in this edition of the Battle of the Water Networks is to define district metering areas (DMAs) in a large network. The problem is addressed in two phases. First, the complexity of the network is simplified by dividing it into three operational areas. Second, an optimization algorithm defines DMAs, looking for the best feasible solution. A preliminary simulation of the network is made. From this, engineering judgment allows for defining an initial set of elements suitable to change. In the second stage, a heuristic algorithm is used to search for the best DMA definition by selecting the locations and settings of the pressure-reducing valves and isolation valves. The network is then divided into two categories: the main pipes and the distribution pipes. Only the distribution pipes can be closed. With these restrictions and those described in the problem, the algorithm looks for the best DMA definition based on both the pressure and demand distribution among all the DMAs.
publisherAmerican Society of Civil Engineers
titleCombining Skeletonization, Setpoint Curves, and Heuristic Algorithms to Define District Metering Areas in the Battle of Water Networks District Metering Areas
typeJournal Paper
journal volume144
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000938
page4018023
treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 006
contenttypeFulltext


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