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Developing empirical formulae for scour depth in front of Inclined bridge piers

Because of the complex flow mechanism around inclined bridge piers, previous studies have proposed different empirical correlations to predict the scouring depth in front of piers, which include regression analysis developed from laboratory measurements. However, because these correlations were deve...

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Autors principals: Halil İbrahim Fedakar, A. Ersin Dinçer, Zafer Bozkuş
Format: Artigo
Idioma:Inglês
Publicat: Croatian Association of Civil Engineers 2023-01-01
Col·lecció:Građevinar
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Accés en línia:https://doi.org/10.14256/JCE.3507.2022
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