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Computational Fluid Dynamics

1- Karimi S., Bonakdari H., Karami H., Gholami A., Zaji A. H., (2015), Effects of Width Ratios and Deviation Angles on the Mean Velocity in Inlet Channels Using Numerical Modeling and Artificial Neural Network Modeling, International Journal of Civil Engineering, Vol. 15, No. 2, pp. 149-161, DOI: 10.1007/s40999-016-0075-5.

 

2- Ajeel Fenjan S., Bonakdari H., Gholami A., Zaji A. H., Akhatri A. A., (2016), Flow Variables Prediction Using Experimental, Computational Fluid Dynamic and Artificial Neural Network Models in a Sharp Bend, International Journal of Engineering, Vol. 29, No. 1, pp. 14-22. doi: 10.5829/idosi.ije.2016.29.01a.03.

 

3- Ajeel Fenjan S., Bonakdari H., Gholami A., Zaji A. H., Akhatri A. A., (2016), Flow Variables Prediction Using Experimental, Computational Fluid Dynamic and Artificial Neural Network Models in a Sharp Bend, International Journal of Engineering, Vol. 29, No. 1, pp. 14-22. doi: 10.5829/idosi.ije.2016.29.01a.03.

 

4- Sharifipour M., Bonakdari H., Zaji A. H., (2015), Impact of the confluence angle on flow field and flowmeter accuracy in open channel junctions, International Journal of Engineering, Vol. 28, No. 8, pp 1145-1153.

 

5- Gholami A., Bonakdari H., Zaji A. H., Akhtari A.A., (2015), Simulation of open channel bend characteristics using computational fluid dynamics and artificial neural network, Engineering Application of Computational Fluid Mechanics Journal, DOI:10.1080/19942060.2015.1033808.

 

6- Sharifipour M., Bonakdari H., Zaji A. H., Shamshirband S., (2015), Numerical investigation of flow field and flowmeter accuracy in open-channel junctions. Engineering Applications of Computational Fluid Mechanics, Vol. 9, No. 1, pp. 280-290. DOI: 10.1080/19942060.2015.1008963.

 

7- Karimi S., Bonakdari H., Zaji A. H., (2015), Numerical Examination of the Relative Effect of the Channel Width in the Intakes on the Velocity Distribution Curves in the Flow Deviation Location, Journal of Civil and Environmental Engineering, Vol. 45, No. 1: pp 93-102.

 

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