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dc.contributor.authorHabibi, Kamyab
dc.contributor.authorErfani Fard, Farinaz
dc.contributor.authorAsghari Pari, Seyed Amin
dc.contributor.authorShafai-Bajestan, Mahmood
dc.contributor.authorAzimi, Amir Hossein
dc.date.accessioned2026-08-20T11:10:03Z
dc.date.available2026-08-20T11:10:03Z
dc.date.copyright2026/05/06
dc.date.issued2026
dc.identifier.otherJIDEDH.IRENG-10677.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311785
dc.description.abstractAbstractBuilding on previous research that underscored the influence of the bridge pier shape and angle of attack on scour depth, this study further investigates their effects on both time-dependent transient scour and equilibrium scour depth. The ...Practical ApplicationsScour around bridge piers is a leading cause of bridge failures globally, undermining structural integrity and posing significant safety and economic risks. Therefore, accurately predicting scour depth is critical for the safe and ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDevelopment of a Semiempirical Model for Transient Scour Depth Prediction around Bridge Piers in Clear Water Conditions
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue4
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/JIDEDH.IRENG-10677
dc.journal.fristpage04026012-1
dc.journal.lastpage04026012-19
dc.page19
dc.treeJournal of Irrigation and Drainage Engineering:;2026:;Volume ( 152 ):;issue: 004
dc.contenttypeFulltext


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