Development of a Semiempirical Model for Transient Scour Depth Prediction around Bridge Piers in Clear Water ConditionsSource: Journal of Irrigation and Drainage Engineering:;2026:;Volume ( 152 ):;issue: 004::page 04026012-1Author:Habibi, Kamyab
,
Erfani Fard, Farinaz
,
Asghari Pari, Seyed Amin
,
Shafai-Bajestan, Mahmood
,
Azimi, Amir Hossein
DOI: 10.1061/JIDEDH.IRENG-10677Publisher: American Society of Civil Engineers
Abstract: AbstractBuilding 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 ...
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| contributor author | Habibi, Kamyab | |
| contributor author | Erfani Fard, Farinaz | |
| contributor author | Asghari Pari, Seyed Amin | |
| contributor author | Shafai-Bajestan, Mahmood | |
| contributor author | Azimi, Amir Hossein | |
| date accessioned | 2026-08-20T11:10:03Z | |
| date available | 2026-08-20T11:10:03Z | |
| date copyright | 2026/05/06 | |
| date issued | 2026 | |
| identifier other | JIDEDH.IRENG-10677.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4311785 | |
| description abstract | AbstractBuilding 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 ... | |
| publisher | American Society of Civil Engineers | |
| title | Development of a Semiempirical Model for Transient Scour Depth Prediction around Bridge Piers in Clear Water Conditions | |
| type | Journal Article | |
| journal volume | 152 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/JIDEDH.IRENG-10677 | |
| journal fristpage | 04026012-1 | |
| journal lastpage | 04026012-19 | |
| page | 19 | |
| tree | Journal of Irrigation and Drainage Engineering:;2026:;Volume ( 152 ):;issue: 004 | |
| contenttype | Fulltext |