Temporal variation of scour depth around bridge abutment in presence and absence of permeable spur dike under unsteady flow conditions
The position and depth of a scour hole around a bridge abutment are the important design parameters. The existing models have been mostly developed for steady flows, whereas real-life abutments often fail due to intrinsically unsteady flood streams. This study used nine hydrographs with different du...
Kaydedildi:
| Asıl Yazarlar: | , , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
Elsevier
2024-09-01
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| Seri Bilgileri: | Ain Shams Engineering Journal |
| Konular: | |
| Online Erişim: | http://www.sciencedirect.com/science/article/pii/S2090447924003368 |
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