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contributor authorShima Soleimani
contributor authorOmid Bozorg-Haddad
contributor authorMotahareh Saadatpour
contributor authorHugo A. Loáiciga
date accessioned2017-12-30T13:02:26Z
date available2017-12-30T13:02:26Z
date issued2016
identifier other%28ASCE%29WR.1943-5452.0000717.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244887
description abstractThis work presents a methodology for extracting optimal operational rules for selective reservoir water withdrawal by considering fixed levels of reservoir water outlets for thermal control. The outlet water temperature of the Karkheh reservoir, Iran, is simulated with the CE-QUAL-W2 model. A data-mining model (the LIBSVM model) is applied as a surrogate model of the CE-QUAL-W2 model and coupled with a genetic algorithm (GA), resulting in the LIBSVM-GA algorithm. The selective withdrawal approach considered four fixed reservoir outlets, located at 120, 140, 163, and 181 m above sea level, to account for reservoir thermal stratification. This paper’s methods are evaluated with nonselective and selective withdrawal operations through different scenarios in which single outlet, fixed withdrawal proportions, fixed monthly variable proportions, continually variable (10-day) proportions using total monthly LIBSVM input data, and continually variable (10-day) proportions using separated monthly LIBSVM input data are considered. The highest outlet (at 181 m) was found to be the best level for the nonselective withdrawal scenario. The best selective withdrawal operations scenario was the continually variable (10-day) proportions using separated monthly LIBSVM input data, which minimize the root-mean-square deviation (RMSD) between upstream and downstream temperatures during the operating period.
publisherAmerican Society of Civil Engineers
titleOptimal Selective Withdrawal Rules Using a Coupled Data Mining Model and Genetic Algorithm
typeJournal Paper
journal volume142
journal issue12
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000717
page04016064
treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 012
contenttypeFulltext


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