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