Local Scour Around Riprap-Protected Bridge Piers with Debris Accumulation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-023-01034-9.pdf
Reference71 articles.
1. Akhtaruzzaman Sarker M (1998) Flow measurement around scoured bridge piers using acoustic-doppler velocimeter (ADV). Flow Meas Instrum 9:217–227. https://doi.org/10.1016/S0955-5986(98)00028-4
2. Akib S, Liana Mamat N, Basser H, Jahangirzadeh A (2014) Reducing local scouring at bridge piles using collars and geobags. Sci World J 2014:1–7. https://doi.org/10.1155/2014/128635
3. Bestawy A, Eltahawy T, Alsaluli A et al (2020) Reduction of local scour around a bridge pier by using different shapes of pier slots and collars. Water Sci Technol Water Supply 20:1006–1015. https://doi.org/10.2166/ws.2020.022
4. Breusers H, Raudkivi A (1990) Scouring hydraulic structures design manual. IAHR, Rotterdam
5. Cantero-Chinchilla FN, de Almeida GAM, Manes C (2021) Temporal evolution of clear-water local scour at bridge piers with flow-dependent debris accumulations. J Hydraul Eng 147:06021013. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001920
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