Computational and experimental investigation of scour past laboratory models of stream restoration rock structures

Advances in Water Resources

Volumn 54, Issue , 2013, Pages 191-207

  Khosronejad, Ali ^a   Hill, Craig ^a   Kang, Seokkoo ^a,b   Sotiropoulos, Fotis ^a  

^a UNIVERSITY OF MINNESOTA   (United States)

^b Hanyang University   (South Korea)

Author keywords

Cross vane; J hook; Local scour; Numerical modeling; Rock vane

Indexed keywords

A1. LARGEEDDY SIMULATIONS (LES); CROSS VANE; EXPERIMENTAL INVESTIGATIONS; J-HOOK; LABORATORY EXPERIMENTS; LOCAL SCOUR; UNSTEADY REYNOLDS-AVERAGED NAVIER-STOKES; UNSTRUCTURED TRIANGULAR MESHES;

COMPUTATIONAL FLUID DYNAMICS; LARGE EDDY SIMULATION; NUMERICAL MODELS; ROCKS; SCOUR; TURBULENT FLOW;

COMPUTER SIMULATION;

EXPERIMENTAL STUDY; LARGE EDDY SIMULATION; MORPHODYNAMICS; NAVIER-STOKES EQUATIONS; NUMERICAL MODEL; REYNOLDS NUMBER; ROCK MECHANICS; SCOUR; TOPOGRAPHY;

EID: 84875111139     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2013.01.008     Document Type: Article

References (37)

1. ARS, Helping states slow sediment movement: a high-tech approach to clean water act sediment requirements Agric. Res. Magazine 2003, 51(12):12-14.
2. Bhuiyan F., Hey R., Wormleaton P. Effects of vanes and w-weir on sediment transport in meandering channels. J Hydraul Eng 2009, 135(5):339-349. 10.1061/(ASCE)0733-9429.
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. 10.1016/j.jcp.2008.04.028.
4. M.D. of the Environment, Maryland Waterway Construction Guidelines, Water Management Administration, 2000.
5. Escauriaza C., Sotiropoulos F. Initial stages of erosion and bed-form development in turbulent flow past a bridge pier. J Geophys Res 2011, 116:F03007. 10.1029/2010JF001749.
6. Fraccarollo L., Capart H. Riemann wave description of erosional dambreak flows. J Fluid Mech 2002, 461:183-228. 10.1017/S0022112002008455.
7. 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. 10.1016/j.jcp.2007.02.017.
8. Germano M., Piomelli U., Moin P., Cabot W.H. A dynamic subgrid-scale eddy viscosity model. Phys Fluids A 1991, 3:1760-1765. 10.1063/1.857955.
9. Gilmanov A., Sotiropoulos F. A hybrid cartesian/immersed boundary method for simulating flows with three-dimensional, geometrically complex, moving bodies. J Comput Phys 2005, 207:457. 10.1016/j.jcp.2005.01.020.
10. Hogg A.J., Huppert A., Dade W. Erosion by planar turbulent wall jets. J Fluid Mech 1997, 338:317-340. 10.1017/S0022112097005077.
11. Johnson P.A., Hey R.D., Brown E.R., Rosgen D.L. Stream restoration in the vicinity of bridges. J Am Water Resour Assoc 2002, 38:55-67. 10.1111/j.1752-1688.2002.tb01534.x.
12. Johnson P.A., Hey R.D., Rosgen D.L. Use of vanes for control of scour at vertical wall abutments. J Hydraul Eng 2001, 127(9):772-778. 10.1061/(ASCE)0733-9429.
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. 10.1016/j.advwatres.2010.
14. Kang S., Sotiropoulos F. Flow phenomena and mechanisms in a field-scale experimental meandering channel with a pool-riffle sequence: insights gained via numerical simulation. J Geophys Res 2011, 116:F0301. 10.1029/2010JF001814.
15. Kang S., Sotiropoulos F. Numerical modeling of 3D turbulent free surface flow in natural waterways. Adv Water Resour 2012, 40:23-36. 10.1016/j.advwatres.
16. Kang S., Khosronejad, A., Sotiropoulos, F. Numerical simulation of turbulent flow and sediment transport processes in arbitrarily complex waterways. in W. Rodi, M Uhlmann (editors), Environmental Fluid Mechanics, Memorial Volume in Honour of Prof. Gerhard H. Jirka. CRC Press (Taylor and Francis group), 2012. p. 123-51.
17. Khosronejad A., Kang S., Borazjani I., Sotiropoulos F. Curvilinear immersed boundary method for simulating coupled flow and bed morphodynamic interactions due to sediment transport phenomena. Adv Water Resour 2011, 34(7):829-843. 10.1016/j.advwatres.
18. Khosronejad A., Kang S., Sotiropoulos F. Experimental and computational investigation of local scour around bridge piers. Adv Water Resour 2012, 37:73-85. 10.1016/j.advwatres.
19. Kuhnle R.A., Alonso C.V., Shields F.D. Geometry of scour holes associated with 90 degree spur dikes. J Hydraul Eng 1999, 125(9):972-978.
20. Lagasse P.F., Thompson P.L., Sabol S.A. Guarding against scour. Civ Eng NY 1995, 65:56-59.
21. Li M.H., Eddleman K.E. Biotechnical engineering as an alternative to traditional engineering methods: a biotechnical streambank stabilization design approach. Landsc Urban Planning 2002, 60:225-242.
22. Marelius F., Sinha S.K. Experimental investigation of flow past submerged vanes. J Hydraul Eng 1998, 124(5):542-545. 10.1061/(ASCE)0733-9429.
23. Minor B., Rennie C., Townsend R. Barbs for river bend bank protection: application of a three-dimensional numerical model. Can J Civ Eng 2007, 34(9):1087-1095.
24. Paola C., Voller V.R. A generalized Exner equation for sediment mass balance. J Geophys Res 2005, 110:F04014. 10.1029/2004JF000274.
25. Postacchini M., Brocchini M., Mancinelli A., Landon M. A multi-purpose, intra-wave, shallow water hydro-morphodynamic solver. Adv Water Resour 2012, 38:13-26. 10.1016/j.advwatres.
26. Radspinner R.R., Diplas P., Lightbody A.F., Sotiropoulos F. River training and ecological enhancement potential using in-stream structures. J Hydraul Res 2010, 136(12):967-980. 10.1061/(ASCE)HY.1943-7900.0000260.
27. Rajaratnam N. Erosion by plane turbulent jets. J Hydraul Res 1981, 19:339-358.
28. Rosgen DL. The cross vane, w-weir and J-hook structures: their description, design and application for stream stabilization and river restoration. In: Proc., Wetland engineering and river restoration conf., Reston, VA: ASCE.
29. Sagaut P. Large eddy simulation for incompressible flows 1988, Springer, Berlin.
30. Schumn SA, Lichty R, Channel widening and floodplain construction along the Cimarron river in Southwestern Kansas. Technical report, US Geol Survey; 1963.
31. Simon A. Energy, time, and channel evolution in catastrophically disturbed fluvial systems. Geomorphology 1992, 5:345-372.
32. Simon A., Thorne C.R. Channel adjustment of an unstable coarse-grained alluvial stream: opposing trends of boundary and critical shear stress, and the applicability of extremal hypothesis. Earth Surf Processes Landforms 1996, 21:155-180. 10.1002/(SICI)1096-9837(199602)21:2<155::AID-ESP610>3.0.CO;2-5.
33. Smagorinsky J.S. General circulation experiments with the primitive equations. Mon Weather Rev 1963, 91:99-164.
34. USEPA, National water quality inventory. Technical report, USEPA, Washington, DC; 1994.
35. Van Rijn L.C. Principles of sediment transport in rivers, estuaries, and coastal seas 1993, Aqua Publications.
36. Wilcox D.C. Reassessment of the scale-determining equation for advanced turbulence models. AIAA J 1988, 26:1299-1310.
37. 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. 10.1061/(ASCE)0733-9429.