<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/146AB98D-9FEB-4905-82A9-20AF01FD74E4"><efrbr-work:titleOfTheWork>Combined hydrological, rainfall–runoff, hydraulic and sediment transport modeling in Upper Acheloos River catchment</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/146AB98D-9FEB-4905-82A9-20AF01FD74E4"><efrbr-expression:titleOfTheExpression>Combined hydrological, rainfall–runoff, hydraulic and sediment transport modeling in Upper Acheloos River catchment</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Peer-Reviewed Journal Publication
            Δημοσίευση σε Περιοδικό με Κριτές
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2018-10-29</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2016</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>The downstream impact of dams may solve but may also cause problems in catchment management. The present study assesses the hydrodynamic and sand transport regime of Acheloos River, focusing in the area upstream of the Kremasta Dam. Calibration and validation of water discharge presented very satisfactory coefficients of efficiency (Nash–Sutcliffe up to 85%). The proposed and applied in this study system of models and methods may be used as a water and sediment management tool in dammed or undammed catchments. The results from the present study are deemed to contribute towards improving the existing knowledge of the Acheloos hydrodynamic regime and better comprehending the sediment transport mechanisms.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="journal name">Desalination and Water Treatment</efrbr-expression:note><efrbr-expression:note type="journal volume">57</efrbr-expression:note><efrbr-expression:note type="journal number">25</efrbr-expression:note><efrbr-expression:note type="page range">11540-11549</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="D10AB0C4-6A6E-48CF-B91F-B875F559C0B0"><efrbr-person:nameOfPerson vocabulary="">
            Moussoulis Elias
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            Zacharias Ierotheos
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://users.isc.tuc.gr/~ninikolaidis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Nikolaidis Nikolaos
            Νικολαιδης Νικολαος
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            Taylor &amp; Francis
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            Acheloos River
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="AAEDABBD-4265-4C07-B00E-F345901FAF03"><efrbr-concept:termForTheConcept>
            Erosion
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="0F73F255-66D7-4BFD-A197-68FA59E143FA"><efrbr-concept:termForTheConcept>
            Hydrodynamic model
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="041E6A3C-D2B3-4D4A-9EF6-4B64C048A00A"><efrbr-concept:termForTheConcept>
            Hydrological model
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="CE58F5A6-3D33-4FCE-A142-4B02060BFEF9"><efrbr-concept:termForTheConcept>
            MIKE 11
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="E694B770-061D-4C56-A590-CB16E3AEDAF9"><efrbr-concept:termForTheConcept>
            MIKE SHE
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="7D8E3111-FF07-4029-B4F7-A3B075204976"><efrbr-concept:termForTheConcept>
            Rainfall–runoff model
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            Sediment transport
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