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    Fuzzy Logic Model for Equilibrium Scour Downstream of a Dam's Vertical Gate

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author:
    Ali Uyumaz
    ,
    Abdüsselam Altunkaynak
    ,
    Mehmet Özger
    DOI: 10.1061/(ASCE)0733-9429(2006)132:10(1069)
    Publisher: American Society of Civil Engineers
    Abstract: Scour at a downstream vertical gate of a dam is investigated using a fuzzy logic inference system. The application is presented for experimental data sets. A comparison is made between a regression formulation (RM) and a fuzzy logic approach. Some restrictive assumptions for RM are discussed. Here the Takagi–Sugeno (TS) approach is used with a constant function in the consequent part of the fuzzy rules. It is demonstrated that the TS model gives a lower error than the RM. Furthermore, scatter diagrams indicate that the TS approach has superiority over the RM.
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      Fuzzy Logic Model for Equilibrium Scour Downstream of a Dam's Vertical Gate

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    contributor authorAli Uyumaz
    contributor authorAbdüsselam Altunkaynak
    contributor authorMehmet Özger
    date accessioned2017-05-08T20:45:17Z
    date available2017-05-08T20:45:17Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A10%281069%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26005
    description abstractScour at a downstream vertical gate of a dam is investigated using a fuzzy logic inference system. The application is presented for experimental data sets. A comparison is made between a regression formulation (RM) and a fuzzy logic approach. Some restrictive assumptions for RM are discussed. Here the Takagi–Sugeno (TS) approach is used with a constant function in the consequent part of the fuzzy rules. It is demonstrated that the TS model gives a lower error than the RM. Furthermore, scatter diagrams indicate that the TS approach has superiority over the RM.
    publisherAmerican Society of Civil Engineers
    titleFuzzy Logic Model for Equilibrium Scour Downstream of a Dam's Vertical Gate
    typeJournal Paper
    journal volume132
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:10(1069)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
    contenttypeFulltext
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