Numerical investigation of mining pit effects on maximum scour depth around bridge pier with different shape
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40808-024-02057-5.pdf
Reference37 articles.
1. Abdullahi NH, Ahmad Z (2022) Experimental study of sediment mining pit locomotion and morphological evolution. Arab J Geosci 15(14):1275. https://doi.org/10.1007/s12517-022-10544-1
2. Abdullahi NH, Ahmad Z (2023a) Flow and morphological characteristics in mining pits of a river through numerical and experimental modeling. Modeling Earth Systems Environ 9(1):677–692. https://doi.org/10.1007/s40808-022-01530-3
3. Abdullahi NH, Ahmad Z (2023b) Evaluation of migration speed equations of the upstream nick of the sediment mining pit. ISH J Hydraulic Eng 29(3):289–296. https://doi.org/10.1080/09715010.2022.2058332
4. Aminoroayaie YO, Mousavi SH, Kavianpour MR, Movahedi A (2018) Numerical modeling of sediment scouring phenomenon around the offshore wind turbine pile in marine environment. Environmental Earth Sci 77(23):776. https://doi.org/10.1007/s12665-018-7967-4
5. Baranya S, Olsen NRB, Stoesser T, Sturm TW (2013) A nested grid based computational fluid dynamics model to predict bridge pier scour. Proceedings of the ICE-Water Management 167(5):259–268. https://doi.org/10.1680/wama.12.00104
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