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contributor authorZoran S. Kapelan
contributor authorDragan A. Savic
contributor authorGodfrey A. Walters
date accessioned2017-05-08T20:45:04Z
date available2017-05-08T20:45:04Z
date copyrightMarch 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A3%28190%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25880
description abstractSampling design (SD) for water distribution systems (WDS) is an important issue, previously addressed by various researchers and practitioners. Generally, SD has one of several purposes. The aim of the methodologies developed and presented here is to find the optimal set of network locations for pressure loggers, which will be used to collect data for the calibration of a WDS model. First, existing SD approaches for WDS are reviewed. Then SD is formulated as a multiobjective optimization problem. Two SD models are developed to solve this problem, both using genetic algorithms (GA) as search engines. The first model is based on a single-objective GA (SOGA) approach in which two objectives are combined into one using appropriate weights. The second model uses a multiobjective GA (MOGA) approach based on Pareto ranking. Both SD models are applied to two case studies (literature and real-life problems). The results show several advantages and one disadvantage of the MOGA model when compared to SOGA. A comparison of the MOGA SD model solution to the results of several published SD models shows that the Pareto optimal front obtained using MOGA acts as an envelope to the Pareto fronts obtained using previously published SD models.
publisherAmerican Society of Civil Engineers
titleOptimal Sampling Design Methodologies for Water Distribution Model Calibration
typeJournal Paper
journal volume131
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:3(190)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 003
contenttypeFulltext


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