Closure modeling and direct simulation of vegetation drag in flow through emergent vegetation

Water Resources Research

Volumn 47, Issue 10, 2011, Pages

  Kim, Su Jin ^a   Stoesser, Thorsten ^a  

^a Georgia Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL RESOURCES; DIRECT SIMULATION; EMERGENT VEGETATION; EMPIRICAL PARAMETERS; FLOW RESISTANCE; FLOWTHROUGH; RANS MODELS; REASONABLE ACCURACY; RECIRCULATION ZONES; REYNOLDS-AVERAGED NAVIER-STOKES; SIMULATION STRATEGIES; VEGETATION DENSITY; VEGETATION DRAG; VERTICAL VELOCITY PROFILES;

BANKS (BODIES OF WATER); COMPUTATIONAL EFFICIENCY; COMPUTER SIMULATION; DRAG; NAVIER STOKES EQUATIONS;

VEGETATION;

ACCURACY ASSESSMENT; COMPUTER SIMULATION; EDDY; NAVIER-STOKES EQUATIONS; NUMERICAL MODEL;

EID: 80054969911     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2011WR010561     Document Type: Article

References (31)

1. Choi, S. U., and H. Kang (2004), Reynolds stress modeling of vegetated open-channel flows, J. Hydraul. Res., 42(1), 3-11. (Pubitemid 38300993)
2. Cui, J., and V. S. Neary (2002), Large eddy simulation (LES) of fully developed flow through vegetation, in Hydroinformatics 2002: Proc. Fifth Int. Conf. Hydroinformatics, Cardiff, U. K., pp. 39-44.
3. Defina, A., and A. C. Bixio (2005), Mean flow and turbulence in vegetated open channel flow, Water Resour. Res., 41, W07006, doi:10.1029/2004WR003475. (Pubitemid 41197289)
4. Dunn, C., F. Lopez, and M. Garcia (1996), Mean flow and turbulence in a laboratory channel with simulated vegetation, Hydraulic engineering Series Rep. 1, Univ. Illinois at Urbana-Champaign.
5. Ferreira, R. M. L., A. M. Ricardo, and M. J. Franca (2009), Discussion of Laboratory investigation of mean drag in a random array of rigid, emergent cylinders by Yukie Tanino and Heidi M. Nepf, ASCE, J. Hydraul. Eng., 135(8), 690-693.
6. Fischer-Antze, T., T. Stoesser, P. Bates, and N. R. B. Olsen (2001), 3d numerical modelling of open-channel flow with submerged vegetation, J. Hydraul. Res., 39(3), 303-310.
7. Germano, M., U. Piomelli, P. Moin, and W. H. Cabot (1991), A dynamic subgrid-scale eddy viscosity model, Phys. Fluids, 3(7), 1760-1765.
8. Ikeda, S., K. Ohta, and H. Hasegawa (1994), Instability-induced horizontal vortices in shallow open-channel flows with an inflection point in skewed velocity profile, JSCE, J. Hydrosci. Hydraul. Eng., 12(2), 69-84.
9. Kothyari, U. C., K. Hayashi, and H. Hashimoto (2009), Drag coefficient of unsubmerged rigid vegetation stems in open channel flows, J. Hydraul. Res., 47(6), 691-699.
10. Liu, D., P. Diplas, J. D. Fairbanks, and C. C. Hodges (2008), An experimental study of flow through rigid vegetation, J. Geophys. Res., 113, F04015, doi:10.1029/2008JF001042.
11. Lopez, F., and M. H. Garcia (2001), Mean flow and turbulence structure of open-channel flow through non-emergent vegetation, ASCE, J. Hydraul. Eng., 127(5), 392-402. (Pubitemid 32464245)
12. Nadaoka, K., and H. Yagi (1998), Shallow-water turbulence modeling and horizontal large-eddy computation of river flow, ASCE, J. Hydraul. Eng., 124(5), 493-500.
13. Naot, D., I. Nezu, and H. Nakagawa (1996), Hydrodynamic behavior of partly vegetated open channels, ASCE, J. Hydraul. Eng., 122(11), 625-633.
14. Neary, V. S. (2000), Numerical model for open channel flow with vegetative resistance, in IAHRs 4th Int. Conf. Hydroinformatics, Cedar Rapids, Iowa.
15. Neary, V. S. (2003), Numerical solution of fully developed flow with vegetative resistance, J. Eng. Mech., 129(5), 558-563. (Pubitemid 36558089)
16. Nicholas, A. P., and S. J. McLelland (2004), Computational fluid dynamics modelling of threedimensional processes on natural river floodplains, J. Hydraul. Res., 42, 131-143. (Pubitemid 38516933)
17. Patankar, S. V. (1980), Numerical Heat Transfer and Fluid Flow, 214 pp., Taylor and Francis, N. Y.
18. Rogallo, R. S., and P. Moin (1984), Numerical simulation of turbulent flows, Annu. Rev. Fluid Mech., 16, 99-137, doi:10.1146/annurev.fl.16. 010184.000531.
19. Schlichting, H. (1962), Boundary Layer Theory, 4th ed., McGraw-Hill, N. Y.
20. Shimizu, Y., and T. Tsujimoto (1994), Numerical analysis of turbulent open-channel flow over a vegetation layer using a k- turbulence model, JSCE, J. Hydrosci. Hydraul. Eng., 11(2), 57-67.
21. Smagorinsky, J. (1963), General circulation experiments with the primitive equations, Mon. Weather Rev., 91(3), 99-164.
22. Stoesser, T. (2010), A physically realistic roughness closure scheme to simulate turbulent channel flow over rough beds within the framework of LES, ASCE, J. Hydraul. Eng., 136(10), 812-819.
23. Stoesser, T., and V. Nikora (2008), Flow structure over square bars at intermediate submergence: large-eddy simulation study of bar spacing effect, Acta Geophysica, 56(3), 876-893. (Pubitemid 351983063)
24. Stoesser, T., C. A. M. E. Wilson, P. D. Bates, and A. Dittrich (2003), Application of a 3d numerical model to a river with vegetated floodplains, J. Hydroinf., 5(2), 99-112.
25. Stoesser, T., G. Palau-Salvador, W. Rodi, and P. Diplas (2009), Large eddy simulation of turbulent flow through submerged vegetation, Transp. Porous Media, 78, 347-365.
26. Stoesser, T., S. J. Kim, and P. Diplas (2010), Turbulent flow through idealized emergent vegetation, ASCE, J. Hydraul. Eng., 136(12), 1003-1017.
27. Stone, H. L. (1968), Iterative solution of implicit approximations of multidimensional partial differential equations, SIAM J. Num. Anal., 5(3), 530-558.
28. Tanino, Y., and H. M. Nepf (2008), Laboratory investigation of mean drag in a random array of rigid, emergent cylinders, ASCE, J. Hydraul. Eng., 134(1), 34-41.
29. Tsujimoto, T., and T. Kitamura (1992), Experimental study on open-channel flow with vegetated zone along sidewall, KHL progressive report, Hydr. Lab., Kanazawa University, Japan in Nadaoka and Yagi (1998) and Xiahoui and Li (2002), 3, 21-35.
30. Tsujimoto, T., and Y. Shimizu (1994), Flow and suspended sediment in a compound channel with vegetation, in Proc. 1st Int. Symp. Habitat Hydraulics, pp. 357-369, Trondheim, Norway.
31. Wu, W., F. D. Shields Jr., S. J. Bennett, and S. S. Y. Wang (2005), A depthaveraged two-dimensional model for flow, sediment transport, and bed topography n curved channels with riparian vegetation, Water Resour. Res., 41, W03015, doi:10.1029/2004WR003730. (Pubitemid 40589257)