Hydro-morphodynamic model with immersed boundary method for local scour at bridge piers
Author:
Affiliation:
1. Department of Civil Engineering, Stellenbosch University, Stellenbosch, South Africa
2. Division of Applied Mathematics, Department of Mathematical Sciences, Stellenbosch University, Stellenbosch, South Africa
Funder
National Research Foundation
Publisher
Informa UK Limited
Subject
Fluid Flow and Transfer Processes,Water Science and Technology,Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/09715010.2020.1853618
Reference23 articles.
1. Afzul, M.S. (2013). “3D Numerical modelling of sediment transport under current and waves.” MSc Thesis, Department of Civil and Transport Engineering, Norwegian University of Science and Technology.
2. Wind modification and bed response during saltation of sand in air
3. A two-species model of aeolian sand transport
4. Numerical investigation of flow and scour around a vertical circular cylinder
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