The characteristics of a novel environmentally friendly countermeasure against bridge abutments scour depth
Author:
Funder
Shahid Chamran University of Ahvaz
Publisher
Springer Science and Business Media LLC
Subject
Geophysics
Link
https://link.springer.com/content/pdf/10.1007/s11600-023-01038-z.pdf
Reference57 articles.
1. Bahrami-Yarahmadi B, Shafai Bejestan M (2016) Sediment management and flow patterns at river bend due to triangular vanes attached to the bank. J Hydro Environ Res Elsevier Publ 10:64–75. https://doi.org/10.1016/j.jher.2015.10.002
2. Bahrami-Yarahmadi M, Pagliara S, Yabarehpour E, Najafi N (2020) Study of scour and flow patterns around triangular-shaped spur dikes. KSCE J Civ Eng 24:3279–3288. https://doi.org/10.1007/s12205-020-2261-x
3. Ballio F, Teruzzi A, Radice A (2009) Constriction effects in clear water scour at abutments. J Hydraul Eng 135(2):140–145. https://doi.org/10.1061/(ASCE)0733-9429(2009)135:2(140)
4. Balouchi B, Shafai-Bejestan M, Ruther N, Rahmanshahi M (2022) Experimental investigation of flow pattern over a fully developed bed at a 60° river confluence in large floods. Acta Geophys 70:2283–2296. https://doi.org/10.1007/s11600-022-00924-2
5. Barkdoll BD (2003) Discussion of “use of vanes for control of scour at vertical wall abutments” by PA Johnson, RD Hey, M Tessier, DL Rosgen. J Hydraul Eng 129(3):246–246. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:3(246)
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