CFD-Based Model for Estimating the River Bed Morphological Characteristics near Cylindrical Bridge Piers Due to Debris Accumulation

Author:

Al-Awadi Aysar Tuama,Al-Khafaji Mahmoud Saleh

Publisher

Pleiades Publishing Ltd

Subject

Water Science and Technology

Reference25 articles.

1. Al-Awadi, A.T. and Al-Khafaji, M.S., Scour depth at single cylindrical bridge piers with debris jam: an experimental comparative study, IOP Conf. Ser. Materials Sci. Engineering, 2020, vol. 671, no. 1, p. 012101

2. Al-Khafaji, M.S., Ali, S.A., ‎and Rusul, I.A., Effect of ‎floating debris on local scour at bridge ‎piers, Eng. Tech. J., 2016, vol. 34, pp. 356–367.‎

3. Amini, A. and Solaimani, N., The effects of uniform and no uniform ‎pile ‎spacing variations on local scour at pile groups, Marine Georesour. Geotechnol., 2018, vol. 36, no. 7, pp. 861–866.‎

4. Ebrahimi, M.O.H.S.E.N., Kahraman, R.E.C.E.P., Kripakaran, P.R.A.K.A.S.H., Djordjevic, S., Tabor, G., Prodanović, D.M., Arthur, S., and Riella, M., Scour and hydrodynamic effects of debris blockage at masonry bridges: Insights from experimental and numerical modelling, E-proc. 37th IAHR World Congress, 2017, Kuala ‎Lumpur, Malaysia.‎

5. Flow Science, FLOW-3D Version 11.2.0 User Manual, Santa Fe, M.: ‎Flow Science, Inc., 2016. https://www.flow3d.com

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