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    New Semiempirical Formula for Evaluating the Equilibrium Scour Depth at Bridge Piers

    Source: Journal of Hydraulic Engineering:;2026:;Volume ( 152 ):;issue: 005::page 04026019-1
    Author:
    Giordana, Francesco
    ,
    Vettori, Davide
    ,
    Mana, Federico
    ,
    Demichele, Davide
    ,
    Manes, Costantino
    DOI: 10.1061/JHEND8.HYENG-14605
    Publisher: American Society of Civil Engineers
    Abstract: AbstractEstimating the equilibrium scour depth (yse) at bridge piers is essential for both bridge foundation design and flood risk assessment. Traditional methods typically rely on empirical formulas derived from data-fitting procedures, which often ...
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      New Semiempirical Formula for Evaluating the Equilibrium Scour Depth at Bridge Piers

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    contributor authorGiordana, Francesco
    contributor authorVettori, Davide
    contributor authorMana, Federico
    contributor authorDemichele, Davide
    contributor authorManes, Costantino
    date accessioned2026-08-20T11:01:52Z
    date available2026-08-20T11:01:52Z
    date copyright2026/05/21
    date issued2026
    identifier otherJHEND8.HYENG-14605.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311596
    description abstractAbstractEstimating the equilibrium scour depth (yse) at bridge piers is essential for both bridge foundation design and flood risk assessment. Traditional methods typically rely on empirical formulas derived from data-fitting procedures, which often ...
    publisherAmerican Society of Civil Engineers
    titleNew Semiempirical Formula for Evaluating the Equilibrium Scour Depth at Bridge Piers
    typeJournal Article
    journal volume152
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-14605
    journal fristpage04026019-1
    journal lastpage04026019-12
    page12
    treeJournal of Hydraulic Engineering:;2026:;Volume ( 152 ):;issue: 005
    contenttypeFulltext
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