Show simple item record

contributor authorZoran S. Kapelan
contributor authorDragan A. Savic
contributor authorGodfrey A. Walters
date accessioned2017-05-08T21:07:54Z
date available2017-05-08T21:07:54Z
date copyrightNovember 2003
date issued2003
identifier other%28asce%290733-9496%282003%29129%3A6%28466%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39857
description abstractSampling design (SD) for water distribution systems (WDS) is undoubtedly an important issue, and has been addressed in the past by a number of scientists and practitioners. The aim of the SD methodology developed here is to find a set of optimal network locations at which to place measurement devices. Optimal locations are determined with the aim of collecting data that will be used later on in the calibration of the analyzed WDS hydraulic model. First, existing calibration and SD approaches in the case of WDS are reviewed. After that, SD is formulated as a two-objective optimization problem. The objectives are maximization of the calibrated model accuracy by minimization of the relevant uncertainties, and minimization of total SD costs. The optimal SD problem is then solved using a multiobjective genetic algorithm based on Pareto ranking, niching, and restricted mating. The methodology developed is applied and verified on a case study. At the end, a summary is made and relevant conclusions are drawn.
publisherAmerican Society of Civil Engineers
titleMultiobjective Sampling Design for Water Distribution Model Calibration
typeJournal Paper
journal volume129
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2003)129:6(466)
treeJournal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record