Comparative Assessment of the Computational Fluid Dynamics and Artificial Intelligence Methods for the Prediction of 3D Flow Field around a Single Straight Groyne

Document Type : Research Paper

Authors

1 Department of Civil Engineering, University of Mohaghegh Ardabili, Ardabil, Iran.

2 Department of Civil Engineering, Islamic Azad University Ardabil branch, Ardabil, Iran

Abstract

In this research, we investigated the three-dimensional time averaged flow pattern around a single straight groyne. To measure the three-dimensional velocity components in the laboratory, we utilized an Acoustic Doppler Velocimeter (ADV). We employed Computational Fluid Dynamics (CFD) and Artificial Neural Network (ANN) techniques to simulate the crucial flow characteristics. To validate these methods, we compared the simulation results with the measured data. The findings demonstrate that the ANN approach, with R2 values of 0.9152, 0.9150, and 0.9315, outperforms the CFD model, with R2 values of 0.8332, 0.8726, and 0.8051, in the prediction of the u and v velocity components as well as the velocity magnitude. The transverse velocity profiles indicate that the ANN method accurately predicts the velocity components and velocity magnitude, whereas the CFD method exhibits significant disparities from the measured data, particularly in the prediction of longitudinal and vertical velocity components, especially in the near-bed regions. The ANN method and the laboratory data display variations in their patterns across the shear layer and at the flow separation boundary, while the velocity profiles in the CFD method demonstrate a consistent increase from the right wall of the channel toward the main flow zone. Other flow features around the groyne, such as horseshoe vortex, secondary flow, clockwise and counterclockwise rotational flows around the groyne head and the length and precise center of the circulation zone are reasonably predicted by the ANN method.

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  1. Ahmad, M. (1953). Experiments on design and behavior of spur-dikes. Proceeding of Minnesota International Hydraulics Convention, International Association of Hydraulic Research, Madrid, Spain.
  2. Koken, M., & Constantinescu, G. (2008a). An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel: 1. Conditions corresponding to the initiation of the erosion and deposition process. Water Resources Research, pp: 44 (8).
  3. Koken, M., & Constantinescu, G. (2008b). An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel: 2. Conditions corresponding to the final stages of the erosion and deposition process. Water Resources Research, pp: 44 (8).
  4. Koken, M., & Constantinescu, G.(2009). An investigation of the dynamics of coherent structures in a turbulent channel flow with a vertical sidewall obstruction. Physics Of Fluids, pp: 21(8).
  5. Duan, J.G. (2009). Mean flow and turbulence around a laboratory spur dike. Journal of Hydraulic Engineering, pp: 135(10): 803-811.
  6. Duan, J.G., He, L., Fu, X., & Wang, Q. (2009). Mean flow and turbulence around experimental spur dike. Advances in Water Resources, pp: 32(12): 1717-1725.
  7. Koken, M. (2011). Comparison of coherent structures around isolated spur dikes at various angles. Journal of Hydraulic Reaserch, pp: 49(6):736-743.
  8. Safarzadeh, A., Neyshabouri, S.A.A., & Zarrati, A.R. (2016). Experimental investigation on 3D turbulent flow around straight and T-Shaped groynes in a flat bed channel. Journal of Hydraulic Engineering, pp: 142(8).
  9. Safarzadeh, A., & Brevis, W.(2016). Assessment of 3D-RANS models for the simulation of topographically forced shallow flows. Journal of Hydrology and Hydromechanics, pp: 64(1): 83-90.
  10. Jeon, J., Lee, J. Y., & Kang, S. (2018). Experimental investigation of three-dimensional flow structure and turbulent flow mechanisms around a nonsubmerged spur dike with a low length-to-depth ratio. Water Resources Research, pp: 54(5): 3530-3556.
  11. Kan, G., Yao, C., Li, Q., Li, Z., Yu, Z., Liu, Z., Ding, L., He, X., Liang, K. (2015). Improving event-based rainfall-runoff simulation using an ensemble artificial neural network based hybrid data-driven model. Stochastic Environmental Research and Risk Assessment, 29(5):1345–1370.
  12. Wu, J., Long, J., Liu, M. (2015) Evolving RBF neural networks for rainfall prediction using hybrid particle swarm optimization and genetic algorithm. Neurocomputing, 148:136–142.
  13. Chaowanawatee, K., & Heednacram, A. (2012). Implementation of cuckoo search in RBF neural network for flood forecasting. Proceeding of the fourth international conference on computational intelligence, communication systems and networks, pp: 22-26.
  14. Xie, JC.,Wang, TP., Zhang, JL., Shen, Y. (2010) Amethod of flood forecasting of chaotic radial basis function neural network. Proceedings of 2nd International Society of Automation, Wuhan, China.
  15. Li, S., Zhao, N., Shi, Z., & Tang, F. (2010, June). Application of artificial neural network on water quality evaluation of Fuyang River in Handan city. Proceedings of International Conference on Mechanic Automation and Control Engineering, pp: 1829-1832.
  16. Najah, A., El-Shafie, A., Karim, OA., El-Shafie, AH. (2013) Application of artificial neural networks for water quality prediction. Neural Computing and Application, 22(1):187–201.
  17. Shen, XQ., He, TD. (2012)Water quality evaluation based on RBF neural network with parameters optimized by PSO algorithm. Proceedings of Sarvajanik College of Engineering &Technology, Wuhan University, China.
  18. Bateni, SM., Borghei, SM., Jeng, DS. (2007) Neural network and neurofuzzy assessments for scour depth around bridge piers. Engineering Applications of Artificial Intelligence, 20(3):401–414.
  19. Begum, SA., Fujail, AKM., Barbhuiya, AK. (2011) Radial basis function to predict scour depth around bridge abutment. Proceedings of 2nd National Conference on Emerging Trends and Applications in Computer Science, pp: 1-7.
  20. Zaji, A.H., & Bonakdari, H.(2015). Application of artificial neural network and genetic programming models for estimating the longitudinal velocity field in open channel junctions. Flow Measurement and Instrumentation, Elsevier, pp: 41:81-89.
  21. Abbaspour, A., Farsadizadeh, D., Ghorbani, MA. (2013) Estimation of hydraulic jump on corrugated bed using artificial neural networks and genetic programming. Journal of water scienc and engineering, 6(2):189–198.
  22. Houichi, L., Dechemi, N., Heddam, S., Achour, B. (2013) An evaluation of ANN methods for estimating the lengths of hydraulic jumps in U-shaped channel. Journal of Hydroinformatics, 15(1):147–154.
  23. Naseri, M., Othman, F. (2012) Determination of the length of hydraulic jumps using artificial neural networks. Advances in Engineerig Software, 48:27–31.
  24. Yang, H. & Chang, F. (2005). Modelling combined open channel flow by artificial neural network. Hydrological Processes, pp: 19(18): 3747 – 3762.
  25. Gholami, A., Bonakdari, H., Zaji, A., & Akhtari, A. (2015). Simulation of open channel bend characteristics using computational fluid dynamics and artificial neural networks. Engineering Applications of Computational Fluid Mechanics, pp: 9 (1): 355-369.
  26. Ebtehaj, I. & Bonakdari, H. (2013). Evaluation of sediment transport in sewer using artificial neural network. Engineering Applications of Computational Fluid Mechanics, pp: 7(3): 382-392.
  27. Sun, S., Yan, H., & Kouyi G. (2014). Artificial neural network modelling in simulation of complex flow at open channel junctions based on large data sets. Environmental Modelling & Software, pp: 62:178-187.
  28. Safarzadeh, A., Zaji, A.H., & Bonakdari, H.(2017). Comparative assessment of the hybrid genetic algorithm–artificial neural network and genetic programming methods for the prediction of longitudinal velocity field around a single straight groyne. Applied Soft Computing, Elsevier, pp: 60: 213-228.
  29. Safarzadeh, A., Zaji, A.H., & Bonakdari, H.(2018). 3D flow simulation of straight groynes using hybrid DE-based artificial intelligence methods. Springer Nature, pp: 23(11): 3757-3777.
  30. Karki, S., Nakagawa, H., Kawaike, K., Hashimoto, M., & Hasegawa, Y. (2020). Assessing the effect of groynes orientation on near-bank flow and morphology in a natural meander bend using 2D numerical simulation. Proceedings of River Flow conference, Netherlands.
  31. Wu, T., & Qin, J. (2020). Influence of flow and sediment transport processes on sedimentation in groyne fields. Journal of Coastal Research, 95, 304-309.
  32. Pourshahbaz, H., Abbasi, S., Pandey, M., Pu, J. H., Taghvaei, P., & Tofangdar, N. (2020). Morphology and hydrodynamics numerical simulation around groynes. ISH Journal of Hydraulic Engineering, 28(1), 53–61.
  33. Pandey, M., Jamei, M., Karbasi, M., Ahmadianfar, I., & Chu, X. (2021). Prediction of maximum scour depth near spur dikes in uniform bed sediment using stacked generalization ensemble tree-based frameworks. Journal of Irrigation and Drainage Engineering, 147 (11).
  34. Ding, C., Li, C., Song, L., & Chen, S. (2023). Numerical investigation on flow characteristics in a mildly meandering channel with a series of groynes. Sustainability, 15(5).
  35. Xie, P., Li, C., Lv, S., Zhang, F., Jing, H., Li, X., & Liu, D. (2023). Numerical simulation of 3D flow structure and turbulence characteristics near permeable spur dike in channels with varying sinuosities. Sustainability, 15(22).
  36. Roache, P. J. (1994). Perspective: a method for uniform reporting of grid refinement studies. Journal of fluids engineering, pp: 116(3): 405-413.