A large eddy based lattice-Boltzmann simulation of velocity distribution in an open channel flow with rigid and flexible vegetation

Acta Geophysica

Volumn 62, Issue 1, 2014, Pages 180-198

  Gac, Jakub M ^a  

^a WARSAW UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

large eddy simulation; lattice Boltzmann model; numerical simulations; open channel flow

Indexed keywords

LARGE EDDY; LARGE EDDY SIMULATION METHODS; LATTICE BOLTZMANN; LATTICE BOLTZMANN MODELS; LATTICE-BOLTZMANN SIMULATION; VEGETATION PROPERTIES; VERTICAL VELOCITY PROFILES;

COMPUTER SIMULATION; LARGE EDDY SIMULATION; NUMERICAL METHODS; NUMERICAL MODELS; VEGETATION;

OPEN CHANNEL FLOW;

ALGORITHM; LARGE EDDY SIMULATION; NUMERICAL MODEL; OPEN CHANNEL FLOW; SEISMIC VELOCITY; SEISMICITY;

EID: 84891079543     PISSN: 18956572     EISSN: 18957455     Source Type: Journal    
DOI: 10.2478/s11600-013-0178-1     Document Type: Article

References (34)

1. Bhatnagar, P. L., E. P. Gross, and M. Krook (1954), A model for collision processes in gases. I. Small amplitude processes in charged and neutral one-component systems, Phys. Rev. 94, 3, 511-525, DOI: 10. 1103/PhysRev. 94. 511.
2. Chen, S., and G. D. Doolen (1998), Lattice Boltzmann method for fluid flows, Ann. Rev. Fluid Mech. 30, 329-364, DOI: 10. 1146/annurev. fluid. 30. 1. 329.
3. Defina, A., and A. Ch. Bixio (2005), Mean flow and turbulence in vegetated open channel flow, Water Resour. Res. 41, 7, W07006, 1-12, DOI: 10. 1029/2004 WR003475.
4. Eagleson, P. S. (1970), Dynamical Hydrology, McGraw-Hill, New York.
5. Fernandino, M., K. Beronov, and T. Ytrehus (2009), Large eddy simulation of turbulent open duct flow using a lattice Boltzmann approach, Math. Comput. Simulat. 79, 5, 1520-1526, DOI: 10. 1016/j. matcom. 2008. 07. 001.
6. Gac, J. M. (2011), Numerical modeling of the water velocity profiles in open channel flow with submerged rigid stems by use of lattice Boltzmann method, Sci. Rev. Eng. Env. Sci. 54, 294-303 (in Polish).
7. Gac, J. M., and L. Gradoń (2011), A two-dimensional modeling of binary coalescence time using the two-color lattice-Boltzmann method, J. Aerosol Sci. 42, 5, 355-363, DOI: 10. 1016/j. jaerosci. 2011. 02. 004.
8. Huai, W. X., Y. H. Zeng, Z. G. Xu, and Z. H. Yang (2009), Three-layer model for vertical velocity distribution in open channel flow with submerged rigid vegetation, Adv. Water Resour. 32, 4, 487-492, DOI: 10. 1016/j. advwatres. 2008. 11. 014.
9. Jiménez-Hornero, F. J., J. V. Giráldez, A. M. Laguna, S. J. Bennett, and C. V. Alonso (2007), Modelling the effects of emergent vegetation on an open-channel flow using a lattice model, Int. J. Numer. Method. Fluid55, 7, 655-672, DOI: 10. 1002/fld. 1488.
10. Koch, E. W., and G. Gust (1999), Water flow in tide- and wave-dominated beds of the seagrass Thalassia testudinum, Mar. Ecol. Prog. Ser. 184, 63-72, DOI: 10. 3354/meps184063.
11. Kubrak, E., J. Kubrak, and P. M. Rowiński (2008), Vertical velocity distributions through and above submerged, flexible vegetation, Hydrolog. Sci. J. 53, 4, 905-920, DOI: 10. 1623/hysj. 53. 4. 905.
12. Kubrak, E., J. Kubrak, and P. M. Rowiński (2012), Influence of a method of evaluation of the curvature of flexible vegetation elements on vertical distributions of flow velocities, Acta Geophys. 60, 4, 1098-1119, DOI: 10. 2478/s11600-011-0077-2.
13. Landau, L. D., and E. M. Lifshitz (1980), Statistical Physics, Elsevier Butterworth-Heinemann, Oxford.
14. Lei, C., L. Cheng, and K. Kavanagh (1999), Re-examination of the effect of a plane boundary on force and vortex shedding of a circular cylinder, J. Wind Eng. Ind. Aerod. 80, 3, 263-286, DOI: 10. 1016/S0167-6105 (98)00204-9.
15. López, F., and M. H. García (2001), Mean flow and turbulence structure of openchannel flow through non-emergent vegetation, J. Hydraul. Eng. 127, 5, 392-402, DOI: 10. 1061/(ASCE)0733-9429(2001)127: 5(392).
16. Mayer, G., J. Páles, and G. Házi (2007), Large eddy simulation of subchannels using the lattice Boltzmann method, Ann. Nucl. Energy34, 1-2, 140-149, DOI: 10. 1016/j. anucene. 2006. 10. 002.
17. Nepf, H. M. (1999), Drag, turbulence, and diffusion in flow through emergent vegetation, Water Resour. Res. 35, 2, 479-489, DOI: 10. 1029/1998WR900069.
18. Nepf, H., and M. Ghisalberti (2008), Flow and transport in channels with submerged vegetation, Acta Geophys. 56, 3, 753-777, DOI: 10. 2478/s11600-008-0017-y.
19. Nezu, I., and H. Nakagawa (1993), Turbulence in Open-Channel Flows, Balkema, Rotterdam.
20. Palau, G. P., T. Stoesser, A. Rummel, and W. Rodi (2007), Turbulent shallow flow through emergent vegetation. In: Proc. 5th Int. Conf. on Ecohydraulics, 4-7 December 2007, Tempe, USA.
21. Psihogios, J., M. E. Kainourgiakis, A. G. Yiotis, A. Th. Papaioannou, and A. K. Stubos (2007), A lattice Boltzmann study of non-Newtonian flow in digitally reconstructed porous domains, Transp. Porous Med. 70, 2, 279-292, DOI: 10. 1007/s11242-007-9099-2.
22. Reis, T., and T. N. Phillips (2007), Lattice Boltzmann model for simulating immiscible two-phase flows, J. Phys. A40, 14, 4033-4053, DOI: 10. 1088/1751-8113/40/14/018.
23. Righetti, M. (2008), Flow analysis in a channel with flexible vegetation using double-averaging method, Acta Geophys. 56, 3, 801-823, DOI: 10. 2478/s11600-008-0032-z.
24. Righetti, M., and A. Armanini (2002), Flow resistance in open channel flows with sparsely distributed bushes, J. Hydrol. 269, 1-2, 55-64, DOI: 10. 1016/S0022-1694 (02)00194-4.
25. Shimizu, Y., and T. Tsujimoto (1994), Numerical analysis of turbulent open-channel flow over a vegetation layer using a k-e{open} turbulence model, J. Hydrosci. Hydraul. Eng. 11, 2, 57-67.
26. Smagorinsky, J. (1963), General circulation experiments with the primitive equations, Mon. Weather Rev. 91, 3, 99-164, DOI: 10. 1175/1520-0493 (1963) 091〈0099: GCEWTP〉2. 3. CO;2.
27. Stephan, U., and D. Gutknecht (2002), Hydraulic resistance of submerged flexible vegetation, J Hydrol. 269, 1-2, 27-43, DOI: 10. 1016/S0022-1694 (02)00192-0.
28. Stoesser, T., G. P. Salvador, W. Rodi, and P. Diplas (2009), Large eddy simulation of turbulent flow through submerged vegetation, Transp. Porous Med. 78, 3, 347-365, DOI: 10. 1007/s11242-009-9371-8.
29. Sukhodolov, A., and T. Sukhodolova (2006), Evolution of mixing layers in turbulent flow over submersed vegetation: Field experiments and measurement study, In: R. M. L. Ferreira, E. C. T. L. Alves, J. G. A. B. Leal, and A. H. Cardoso (eds.), Proc. Int. Conf. on Fluvial Hydraulics "River Flow 2006", 6-8 September 2006, Lisbon, Portugal, 525-534.
30. Wang, C.-H., and J.-R. Ho (2011), A lattice Boltzmann approach for the non-Newtonian effect in the blood flow, Comput. Math. Appl. 62, 1, 75-86, DOI: 10. 1016/j. camwa. 2011. 04. 051.
31. Zhang, X., J. W. Crawford, A. G. Bengough, and I. M. Young (2002), On boundary conditions in the lattice Boltzmann model for advection and anisotropic dispersion equation, Adv. Water Resour. 25, 6, 601-609, DOI: 10. 1016/S0309-1708 (02)00027-1.
32. Zhou, J. G. (2001), An elastic-collision scheme for lattice Boltzmann methods, Int. J. Mod. Phys. C12, 3, 387-401, DOI: 10. 1142/S0129183101001833.
33. Zhou, J. G. (2002), A lattice Boltzmann model for the shallow water equations, Comput. Method Appl. Mech. Eng. 191, 32, 3527-3539, DOI: 10. 1016/S0045-7825 (02)00291-8.
34. Zou, Q., and X. He (1997), On pressure and velocity boundary conditions for the lattice Boltzmann BGK model, Phys. Fluids9, 6, 1591-1598, DOI: 10. 1063/1. 869307.