| dc.contributor.author | Kohandel Gargari, Mehrnoush | |
| dc.contributor.author | Kirca, V. S. Ozgur | |
| dc.contributor.author | Yagci, Oral | |
| dc.date.accessioned | 2026-08-20T10:59:44Z | |
| dc.date.available | 2026-08-20T10:59:44Z | |
| dc.date.copyright | 2025/06/10 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JHEND8.HYENG-14164.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4311550 | |
| dc.description.abstract | AbstractElongated circular bridge piers are commonly used in hydraulic structures. Their interaction
with the incident flow for varying length-to-width ratios, especially in the wake
region, has not been comprehensively investigated before. In this study, ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Influence of Length-to-Width Ratio on Flow and Turbulence in the Wake of Piles with Elongated Cross-Sections | |
| dc.type | Journal Article | |
| dc.journal.volume | 151 | |
| dc.journal.issue | 5 | |
| dc.journal.title | Journal of Hydraulic Engineering | |
| dc.identifier.doi | 10.1061/JHEND8.HYENG-14164 | |
| dc.journal.fristpage | 04025026-1 | |
| dc.journal.lastpage | 04025026-16 | |
| dc.page | 16 | |
| dc.tree | Journal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 005 | |
| dc.contenttype | Fulltext | |
