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contributor authorNhu C. Do
contributor authorAngus R. Simpson
contributor authorJochen W. Deuerlein
contributor authorOlivier Piller
date accessioned2017-12-16T09:23:14Z
date available2017-12-16T09:23:14Z
date issued2016
identifier other%28ASCE%29WR.1943-5452.0000691.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242227
description abstractHydraulic models have been widely used for design, analysis, and operation of water distribution systems. As with all hydraulic models, water demands are one of the main parameters that cause the most uncertainty to the model outputs. However, the calibration of the water demands is usually not feasible attributable to the limited quantity of available measurements in most real water networks. This paper presents an approach to calibration of the demand multiplier factors under an ill-posed condition where the number of measurements is less than the number of parameter variables. The problem is solved using a genetic algorithm (GA). The results show that not only is the GA able to match the calibrated values at measured locations, but by using multiple runs of the GA model, the flow rates and nodal heads at nonmeasured locations can be estimated. Three case studies are presented as an illustration of the problem. The first case study is a small network that demonstrates the calibration model. The second case study shows a comparison between the genetic algorithm model and a singular value decomposition model. The last case study is a large network that allows for practical considerations in applying the proposed methodology to a realistic context.
publisherAmerican Society of Civil Engineers
titleCalibration of Water Demand Multipliers in Water Distribution Systems Using Genetic Algorithms
typeJournal Paper
journal volume142
journal issue11
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000691
treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 011
contenttypeFulltext


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