Scour Evolution Around Bridge Piers Under Hydrographs with High Unsteadiness
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40996-019-00321-8.pdf
Reference30 articles.
1. Aksoy AÖ, Bombar G, Arkış T, Güney MŞ (2017) Study of the time-dependent clear water scour around circular bridge piers. J Hydrol Hydromech 65(1):26–34. https://doi.org/10.1515/johh-2016-0048
2. Bombar G (2014) Clear-water bridge scour under triangular-shaped hydrographs with different peak discharges. Paper presented at the 2014 River Flow Conference, Lausanne, Switzerland, pp 1519–1525
3. Bombar G (2016) The hysteresis and shear velocity in unsteady flows. J Appl Fluid Mech 9(2):839–853. https://doi.org/10.18869/acadpub.jafm.68.225.24454
4. Borghei SM, Kabiri-Samani A, Banihashem SA (2012) Influence of unsteady flow hydrograph shape on local scouring around bridge pier. Water Manag 165(9):473–480. https://doi.org/10.1680/wama.11.00020
5. Çetin OK, Saçan C, Bombar G (2016) Investigation of the relation between bridge pier scour depth and vertical velocity component. Pamukkale Universitesi Muhendislik Bilimleri Dergisi 22(6):427–432. https://doi.org/10.5505/pajes.2015.76768
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