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contributor authorHabibi, Kamyab
contributor authorErfani Fard, Farinaz
contributor authorAsghari Pari, Seyed Amin
contributor authorShafai-Bajestan, Mahmood
contributor authorAzimi, Amir Hossein
date accessioned2026-08-20T11:10:03Z
date available2026-08-20T11:10:03Z
date copyright2026/05/06
date issued2026
identifier otherJIDEDH.IRENG-10677.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311785
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 ...
publisherAmerican Society of Civil Engineers
titleDevelopment of a Semiempirical Model for Transient Scour Depth Prediction around Bridge Piers in Clear Water Conditions
typeJournal Article
journal volume152
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/JIDEDH.IRENG-10677
journal fristpage04026012-1
journal lastpage04026012-19
page19
treeJournal of Irrigation and Drainage Engineering:;2026:;Volume ( 152 ):;issue: 004
contenttypeFulltext


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