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Izbira merilnih mest v vodovodnih sistemih z genetskimi algoritmi
ID Banovec, Primož (Author), ID Kozelj, Daniel (Author), ID Šantl, Sašo (Author), ID Steinman, Franci (Author)

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PID: 20.500.12556/rul/c179250b-8db8-4eba-95c2-32a5c6bb45bb

Abstract
Obravnavana je izbira merilnih mest za umerjanje hidravličnih modelov vodovodnih sistemov. Izbira merilnih mest za umerjanje hidravličnih modelov je podana kot optimizacijski problem, ki je sestavljen iz dveh normaliziranih ciljnih funkcij. S prvo ciljno funkcijo se povečuje natančnost umerjanja parametrov hidravličnega modela, z drugo pa zmanjšuje število potrebnih merilnih mest. Predstavljeno je reševanje optimizacijskega problema z uporabo genetskih algoritmov. Overitev in uporaba razvitega optimizacijskega modela (imenovan IMMe) je bila opravljena na hidravličnem modelu teoretičnega vodovodnega sistema "Anytown", ki je namenjen kot primerjalni model za testiranje različnih raziskav pri hidravličnem modeliranju. Overjeni model IMMe je bil uporabljen na stvarnem vodovodnem sistemu mesta Sežane. Uporaba genetskih algoritmov se je v obeh primerih izkazala za zelo učinkovito optimizacijsko orodje pri izjemno kombinatornih optimizacijskih problemih. Razvita modela umerjanja in izbire merilnih mest omogočata vzpostavitev kar se da natančnih hidravličnih modelov vodovodnih sistemov, ki bodo v prihodnosti ključnega pomena za zagotavljanje gospodarnosti in učinkovitosti oskrbe s pitno vodo.

Language:Unknown
Keywords:hidravlika, vodovodi, modeliranje, optimiranje, merilna mesta, algoritmi genetski
Work type:Not categorized
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:UL, Fakulteta za strojništvo, Aškerčeva 6, 1000 Ljubljana
Year:2006
Number of pages:817-834
Numbering:52
PID:20.500.12556/RUL-68408 This link opens in a new window
ISSN:0039-2480
Publication date in RUL:10.07.2015
Views:3741
Downloads:474
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Secondary language

Language:Unknown
Title:Sampling design for water distribution system models by genetic algorithms
Abstract:
In this paper we discuss sampling design for the calibration of water distribution system hydraulic models. The sampling design for the calibration of water distribution-system models is formulated as an optimisation problem consisting of two normalised objective functions. The first objective function is used to increase the calibration accuracy of the model parameters, and the second one is used to reduce the number of necessary measurement locations. The optimisation problem was solved by using genetic algorithms. The verification and application of the developed optimisation model (called IMMe) were carried out on the artificial water distribution system of Anytown, which serves as a reference model for testing various researches in hydraulic modelling. The verified IMMe model was applied to a real water-distribution system in the town of Sezana. For both water distribution models, the use of genetic algorithms proved very efficient with extremely combinatorial optimisation problems. The developed calibration and sampling design allow very accurate hydraulic modelling of the water distribution systems, which is of key importance for ensuring the economy and efficiency of drinking-water supplies in the future.

Keywords:hydraulic, water distribution systems, modelling, optimisation, measurement locations, genetic algorithms

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