TY - JOUR T1 - Simulation Analyses of Flow in the Wake Region of Non-uniform Bridge Pier by using Computational Fluid Dynamic AU - Jasım, Sulaiman Dawood AU - Ismael, Adnan A. AU - Al Dabbagh, Manahil A.t. PY - 2019 DA - July JF - The Eurasia Proceedings of Science Technology Engineering and Mathematics JO - EPSTEM PB - ISRES Publishing WT - DergiPark SN - 2602-3199 SP - 25 EP - 31 VL - 6 LA - en AB - The study presents a three-dimensional numerical simulation of turbulentflow field around no uniform bridge piers which they are downstream-facinground- nosed (DS-FRNP) and upstream-facing round- nosed (US-FRNP), werecompared with a circular pier in fixed-bed using the computational fluiddynamics (CFD). In this paper, the flow field passing around the bridge piersis predicted using k- ω standard turbulence model. The predicted flow velocityin x-direction and turbulent kinetic energy (TKE) compares with tested data.Simulated flow velocity and turbulent kinetic energy are in good agreement withexperimental data. Numerical model predicts the flow features such as flowreversal upstream the pier, down flow upstream the pier and flow in wakeregion, the shape of vortices (horse shoe vortex and wake vortex) also capturedby simulation. The discussion of the relation between bridge pier shape andturbulent kinetic energy in this study will help to control the scour aroundbridge piers. KW - CFD KW - k-ω model KW - 3D turbulence flow and uncoventional bridge pier CR - Graf, W.and Istirato, I. (2002) “Flow pattern in the scour hole around a cylinder”, Journal of Hydraulic Research, Vol. 40, No. 1, pp. 13-20. Nagata, N., Hosoda, T., Nakato, T., and Muramoto, Y. (2005) “Three-dimensional numerical model for flow and bed deformation around river hydraulic structures”, Journal of Hydraulic Engineering, ASCE, Vol. 131, No. 12, pp. 1074-1087. Afzal M, S. (2013). 3D Numerical Modeling of Sediment Transport under Current and Waves, Thesis presented to the Norwegian University of Science and Technology, in partial fulfillment of the requirements for the degree of Master of Engineering. Guemou, (2013). Numerical investigations of the bridge pier shape influence on the bed shear. Academic Center of Ain Temouchent, Algeria, vol. 18, Bund. Y. 5686. M. Mammar and A. Soudani (2012) Numerical study of external turbulent flow. Revue des Energies Renouvelables Vol. 15 N°1 (2012) 155 – 164 Roulund, A., Sumer, B. M, Fredsoe, J. and Michelsen, J. (2005) “Numerical and experimental investigation of flow and scour around a circular pile”, Journal of Fluid Mechanics, Vol. 534, pp. 351–401. Wilcox D. C (1994). Turbulence Modeling for CFD. DCW Industries Inc., La Canada, California Oliveto, G. and Hager, W.H. (2002). Temporal evolution of clear-water pier and abutment scour. Journal of Hydraulic Engineering, ASCE. 128(9): 811-820. UR - https://dergipark.org.tr/en/pub/epstem/issue//602912 L1 - https://dergipark.org.tr/en/download/article-file/780910 ER -