Curvilinear immersed boundary method for simulating coupled flow and bed morphodynamic interactions due to sediment transport phenomena

Advances in Water Resources

Volumn 34, Issue 7, 2011, Pages 829-843

  Khosronejad, Ali ^a   Kang, Seokkoo ^a   Borazjani, Iman ^a   Sotiropoulos, Fotis ^a  

^a UNIVERSITY OF MINNESOTA   (United States)

Author keywords

Channel bends; Immersed boundary method; Numerical models; Sediment transport models; Steady state; Turbulence

Indexed keywords

CHANNEL BEND; IMMERSED BOUNDARY METHOD; NUMERICAL MODELS; SEDIMENT TRANSPORT MODELS; STEADY STATE;

ANOXIC SEDIMENTS; DEFORMATION; NAVIER STOKES EQUATIONS; NUMERICAL METHODS; OPEN CHANNEL FLOW; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY; SOIL MECHANICS; TURBULENCE MODELS; TURBULENT FLOW;

TRANSPORT PROPERTIES;

ALGORITHM; FLUID-STRUCTURE INTERACTION; MORPHODYNAMICS; NAVIER-STOKES EQUATIONS; NUMERICAL METHOD; NUMERICAL MODEL; OPEN CHANNEL FLOW; REYNOLDS NUMBER; SEDIMENT TRANSPORT; TURBULENT FLOW; UNSTEADY FLOW;

EID: 79957904910     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2011.02.017     Document Type: Article

References (40)

1. Apsley D.D., Stansby P.K. Bed-load sediment transport on large slopes: model formulation and implementation within a RANS solver. J Hydraul Eng 2009, 134(10):1440-1451.
2. Blazek J. Computational fluid dynamics: principles and applications 2001, Elsevier.
3. Borazjani I., Ge L., Sotiropoulos F. Curvilinear immersed boundary method for simulating fluid structure interaction with complex 3D rigid bodies. J Comput Phys 2008, 227:7587-7620.
4. Chang YC. Lateral mixing in meandering channels. Ph.D. thesis, University of Iowa; 1971.
5. Chou Y.J., Fringer O.B. A model for the simulation of coupled flow-bedform evolution in turbulent flows. J Geophys Res 2010, 115.
6. Demuren AO. Development of a mathematical model for sediment transport in meandering rivers. Technical Report, Int. Hydromech, University of Karlsruhe, Karlsruhe, Germany; 1991.
7. Demuren A.O., Rodi W. Calculation of flow and pollutant dispersion in meandering channels. J Fluid Mech 1986, 172(1):63-92.
8. Engelund F., Fredsoe J. A sediment transport model for straight alluvial channels. Nordic Hydrol 1976, 7:293-306.
9. Escauriaza C., Sotiropoulos F. Lagrangian dynamics of bed-load transport in turbulent junction flows. J Fluid Mech 2011, 666:36-76.
10. Ge L., Sotiropoulos F. A numerical method for solving the 3D unsteady incompressible Navier Stokes equations in curvilinear domains with complex immersed boundaries. J Comput Phys 2007, 225:1782-1809.
11. Gilmanov A., Sotiropoulos F. A hybrid Cartesian/immersed boundary method for simulating flows with 3d, geometrically complex, moving bodies. J Comput Phys 2005, 207:457.
12. Jasaka H., Weller H., Gosman A. High resolution nvd differencing scheme for arbitrarily unstructured meshes. Int J Numer Methods Fluids 1999, 31:431-449.
13. Kang S., Lightbody A., Hill C., Sotiropoulos F. High-resolution numerical simulation of turbulence in natural waterways. Adv Water Resour 2011, 34(1):98-113.
14. Kawai S., Julien P. Point bar deposit in narrow sharp bends. J Hydraul Res 1996, 34(2):205-218.
15. Khosronejad A., Rennie C., Salehi A., Townsend R. 3d numerical modeling of flow and sediment transport in laboratory channel bends. J Hydraul Eng 2007, 133(10):1123-1134.
16. Khosronejad A., Salehi A., Rennie C., Gholami I. Three dimensional numerical modeling of sediment release in a water reservoir. J Hydraul Res 2008, 46(2):209-223.
17. Leschziner M.A., Rodi W. Calculation of strongly curved open channel flow. J Hydraul Eng 1979, 105(10):1297-1314.
18. Liu X., Garcia M. Three-dimensional numerical model with free water surface and mesh deformation for local sediment scour. J Waterway Port Coastal Ocean Eng 2008, 134(4):203-217.
19. Matsuura T. Stream-bank protection in narrow channel bends using barbs-a laboratory study. Master's thesis, University of Ottawa; 2004.
20. Matsuura T., Townsend R. Stream-barb installation for narrow channel bends - a laboratory study. Can J Civil Eng 2004, 31:478-486.
21. Mittal R., Iaccarino G. Immersed boundary methods. Ann Rev Fluid Mech 2005, 37:23961.
22. Nagata N., Hosoda T., Nakato T., Muramoto Y. Three-dimensional numerical model for flow and bed deformation around river hydraulic structures. J Hydraul Eng 2005, 131(12):1074-1087.
23. Nezu L, Nakagawa H. Turbulence in open-channel flows, IAHR Monograph, Balkema, Rotterdam; 1993.
24. Odgaard A.J., Bergs M.A. Flow process in a curved alluvial channel. Water Resour Res 1988, 24(1):45-56.
25. Olsen N.R.B. Three-dimensional CFD modeling of self-forming meandering channel. J Hydraul Eng 2003, 129(5):366-372.
26. Paik J., Escauriaza C., Sotiropoulos F. On the bi-modal dynamics of the turbulent horseshoe vortex system in a wing-body junction. Phys Fluids 2007, 19:045107.
27. Paik J., Escauriaza C., Sotiropoulos F. Coherent structure dynamics in turbulent flows past in-stream structures: some insights gained via numerical simulation. ASCE J Hydraul Eng 2010, 136(2):981-993.
28. Paola C., Voller V.R. A generalized exner equation for sediment mass balance. J Geophys Res 2005, 110:F04014.
29. Peskin C. The immersed boundary method. Acta Numer 2003, 11:479-517.
30. Pirestani MR. Experimental study of flow pattern in u-shape bend channel. In: The 9th International Symposium on River Sedimentation (9th ISRS), Yichang, China.
31. Rodi W. Turbulence models and their application in hydraulics - A state of the art review. IAHR monograph 1993, Balkema, Rotterdam.
32. Roulund A., Sumer B.M., Fredsoe J., Michelsen J. Numerical and experimental investigation of flow and scour around a circular pile. J Fluid Mech 2005, 534:351-401.
33. Rüther N., Olsen N.R.B. Three-dimensional modeling of sediment transport in a narrow 90 channel bend. J Hydraul Eng 2005, 131(10):917-920.
34. Yalin M.S. River mechanics 1992, Pergamon Press.
35. Shams M., Ahmadi G., Smith D.H. Computational modeling of flow and sediment transport and deposition in meandering rivers. Adv Water Resour 2002, 25(6):689-699.
36. Van Rijn L.C. Principles of sediment transport in rivers, estuaries, and coastal seas. Aqua Publications 1993.
37. Wilcox D.C. Reassessment of the scale-determining equation for advanced turbulence models. AIAA J 1988, 26:1299-1310.
38. Wilcox D.C. Simulation of transition with two-equation turbulence model. Am Inst Aeron Astron J 1994, 42(2):247-255.
39. Wu W. Computational river dynamics 2008, Taylor & Francis.
40. Wu W., Rodi W., Wenka T. 3d numerical modeling of flow and sediment transport in open channels. J Hydraul Eng 2000, 126(1):4-15.