Environmental Engineering Reference
In-Depth Information
Fig. 9 Discharge coefficient
as a function of the Reynolds
number
0.30
0.25
0.20
0.15
0.10
0.05
Discharge Coef.
0.00
0
2000
4000
6000
8000
10000
12000
Reynolds
6 Conclusions
With the SPH method it is possible to obtain the Venturi effect in good agreement
with the experimental results. In the Venturi tube, the velocity increases as the pres-
sure difference increases. From the numerical results it was possible to obtain the
discharge coefficient as a function of the Reynolds number for Re
<
12,000.
Acknowledgments CEAR thanks Conacyt for a PhD grant and support for visiting the University
of Vigo, Spain. Work partially supported by ABACUS, CONACyT grant EDOMEX-2011-C01-
165873.
References
Gomez-Gestéira M, Rogers BD, Crespo AJC, Dalrympe RA, Narayanaswamy M, Dominguez JM
(2012) SPHysics-development of a free-surface fluid solver—part 1: theory and formulations.
Comput Geosci 48:289-299
Gotoh H, Shibihara T, Hayashii M (2001) Subparticle-scale model for the Mps method-Lagrangian
flow model for hydraulic engineering. Comput Fluid Dyn J 9(4):339-347
Liu GR (2003) Mesh free methods: moving beyond the finite element method. CRC Press, Boca
Raton, p 692
Lo EYM, Shao S (2002) Simulation of near-shore solitary wave mechanics by an incompressible
SPH method. Appl Ocean Res 24:275-286
Monaghan JJ (1982) Why particle methods work. SIAM J Sci Stat Comput 3:422-433
Monaghan JJ (1992) Smoothed particle hydrodynamics. Annu Rev Astron Astrophys 30:543-574
Monaghan JJ (1994) Simulating free surface flows with SPH. J Comput Phys 110:399-406
Monaghan JJ (2005) Smoothed particle hydrodynamics. Rep Prog Phys 68:1703-1759
Mott RL (2006) Mecánica de Fluidos, sexta edición, Editor Pearson, México, pp 479
 
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