SPH simulation of free surface flow over a sharp-crested weir

Advances in Water Resources

Volumn 33, Issue 3, 2010, Pages 270-276

  Ferrari, Angela ^a,b  

^a UNIVERSITY OF TRENTO   (Italy)

^b UNIVERSITY OF STUTTGART   (Germany)

Author keywords

Free surface; Meshless particle scheme; Overtopping; SPH method; Weir flow

Indexed keywords

EQUATIONS OF STATE; HYDRAULIC STRUCTURES; HYDRODYNAMICS; INTERFACES (MATERIALS); NUMERICAL METHODS; WEIRS;

FREE SURFACES; MESHLESS; OVERTOPPING; SPH METHODS; WEIR FLOW;

NAVIER STOKES EQUATIONS;

COMPUTER SIMULATION; FLOW MODELING; FREE SURFACE FLOW; HYDRODYNAMICS; NAVIER-STOKES EQUATIONS; NUMERICAL METHOD; SHALLOW WATER; WEIR;

EID: 77955983329     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2009.12.005     Document Type: Article

References (20)

1. BagheriBagheri S, Heidarpour M. Flow over rectangular sharp-crested weirs. Irrigat Sci 2010;28:173-9.
2. Balsara DS. Von Neumann stability analysis of smoothed particle hydrodynamics - suggestions for optimal algorithms. J Comput Phys 1995;121:357-72.
3. Batchelor GK. An introduction to fluid mechanics. Cambridge University Press; 1974.
4. Chatila J, Tabbara M. Computational modeling of flow over an ogee spillway. Comput Struct 2004;82:1805-12.
5. Emiroglu ME, Baylar A. Experimental study of the influence of different weir types on the rate of air entrainment. Water Qual Res J Canada 2003;4:769-83.
6. Ferrari A. A new smooth particle hydrodynamics scheme for 3D free surface flows. Düsseldorf: VDI Verlag; 2009. ISBN: 978-3-18-349407-1.
7. Ferrari A, Dumbser M, Toro EF, Armanini A. A new stable version of the SPH method in Lagrangian coordinates. Comput Fluid 2008;4:378-404.
8. Ferrari A, Dumbser M, Toro EF, Armanini A. A new 3D parallel SPH scheme for free surface flows. Comput Fluid 2009;38:1203-17.
9. Gingold RA, Monaghan JJ. Smooth particle hydrodynamics: theory and application to non-spherical stars. Month Notice R Astron Soc 1977;181:375-89.
10. Hirt CW. Weir discharge and counter currents. In: Proceedings of the first international conference on hydroinformatics, Delft, September 19-23; 1994.
11. Hirt CW, Nichols BD. Volume of fluid (VOF) method for the dynamics of free boundaries. J Comput Phys 1981;39:201-25.
12. Ho D, Boyes K, Donohoo S, Cooper B. Numerical flow analysis for spillways. In: Proceedings of the 43rd ANCOLD conference, Hobart, Tasmania, October 24-29; 2003. p. 1-11.
13. Karypis G, Kumar V. Multilevel k-way partitioning scheme for irregular graphs. J Parallel Distrib Comput 1998:96-129.
14. Monaghan JJ. Simulating free surface flows with SPH. J Comput Phys 1994;110:399-406.
15. Ben Moussa B. On the convergence of SPH method for scalar conservation laws with boundary conditions. Method Appl Anal 2006;3:29-62.
16. Qu J, Ramamurthy AS, Tadayon R, Chen Z. Numerical simulation of sharpcrested weir flows. Can J Civ Eng 2009;36:1530-4.
17. Rouse H, Reid L. Model research on spillway crests. Civ Eng, ASCE 1935;5:10-5.
18. Scimemi E. Sulla forma delle vene tracimanti - the form of the flow over weirs. L'Energia Elettrica, Milano 1930;7:293-305.
19. Shu CW, Osher S. Efficient implementation of essentially non-oscillatory shock-capturing schemes. J Comput Phys 1988;89:439-71.
20. Vila JP. On particle weighted methods and smooth particle hydrodynamics. Math Model Method Appl Sci 1999;9:161-209.