Spatially-averaged oscillatory flow over a rough bed

Acta Geophysica

Volumn 56, Issue 3, 2008, Pages 698-733

  Coleman, Stephen E ^a   Nikora, Vladimir I ^b   Schlicke, Ted ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

^b UNIVERSITY OF ABERDEEN   (United Kingdom)

Author keywords

Double averaging; Equilibrium ripple; PIV; Ripple growth; Ripple initiation; Spatial averaging; Vortex ripple

Indexed keywords

FLUIDS; FRICTION; MECHANICS; MOMENTUM; SKIN FRICTION;

(I ,J) CONDITIONS; (LIQUID + LIQUID) EQUILIBRIUM; EQUATIONS OF MASS; FLOW DECOMPOSITION; FLOW DYNAMICS; FLUID MASS; HEIDELBERG (CO); MOMENTUM CONSERVATIONS; ORBITAL (CO); OSCILLATORY FLOWS; SKIN-FRICTION DRAG; SPRINGER (CO); VORTEX RIPPLES;

STRESSES;

BED ROUGHNESS; DRAG; FLOW STRUCTURE; FLOW VELOCITY; FLUID DYNAMICS; OSCILLATING FLOW; PRESSURE GRADIENT; RIPPLE; VORTEX FLOW;

EID: 47249112084     PISSN: 18956572     EISSN: 18957455     Source Type: Journal    
DOI: 10.2478/s11600-008-0016-z     Document Type: Article

References (31)

1. Admiraal, D., R. Musalem-Jara, M. García, and Y. Niño (2006), Vortex trajectory hysteresis above self-formed vortex ripples, J. Hydrol. Res. 44, 4, 437-450.
2. Blondeaux, P. (2001), Mechanics of coastal forms, Ann. Rev. Fluid Mech. 33, 339-370.
3. Coleman, S.E., and V.I. Nikora (2008), A unifying framework for particle entrainment, Water Resour. Res. 44, W04415, DOI: 10.1029/2007WR006363.
4. Coleman, S.E., E. Schlicke, and S. Blackbourn (2005), Growth of wave-induced ripples, Proc. 4th IAHR Symposium on River, Coastal and Estuarine Morphodynamics, Urbana, IL, 4-7 October, 963-971.
5. Davies, A.G., and C. Villaret (1999), Eulerian drift induced by progressive waves above rippled and very rough beds, J. Geophys. Res. 104, C1, 1465-1488.
6. Davis, J.P., D.J. Walker, M. Townsend, and I.R. Young (2004), Wave-formed sediment ripples: Transient analysis of ripple spectral development, J. Geophys. Res. 109, C07020, 15 pp.
7. Dean, R.G., and R.A. Dalrymple (1991), Water wave mechanics for engineers and scientists, Advanced Series on Ocean Engineering 2, World Scientific Publ. Co., Singapore.
8. Faraci, C., and E. Foti (2002), Geometry, migration and evolution of small-scale bedforms generated by regular and irregular waves, Coastal Engineering 47, 35-52.
9. Giménez-Curto, L.A., and M.A. Corniero Lera (1996), Oscillating turbulent flow over very rough surfaces, J. Geophys. Res. 101, C9, 20,745-20,758.
10. Hsu, T.-J., T. Sakakiyama, and P.L.-F. Liu (2002), A numerical model for wave motions and turbulent flows in front of a composite breakwater, Coastal Engineering 46, 25-50.
11. Huang, C.-J., and C.-M. Dong (2002), Propagation of water waves over rigid rippled beds, J. Waterway, Port, Coastal, and Ocean Engrg. 128, 5, 190-201.
12. Hughes, S.A. (1993), Physical models and laboratory techniques in coastal engineering, Advanced Series on Ocean Engineering 7, World Scientific Publ. Co., Singapore.
13. Isaacson, M. (1991), Measurement of regular wave reflection, J. Waterway, Port, Coastal, and Ocean Engrg. 117, 6, 553-569.
14. Liu, P.L.-F., K.A. Al-Banaa, and E.A. Cowen (2004), Water wave induced boundary layer flows above a rippled bed. In: 'PIV and Water Waves', Advances in Coastal and Ocean Engineering 9, World Scientific Publ. Co., Singapore.
15. Lofquist, K. (1978), Sand Ripple Growth in an Oscillatory-Flow Water Tunnel, Technical Paper 78-5, Coastal Engineering Research Center, US Army Corps of Engineering, 101 pp.
16. Longuet-Higgins, M.S. (1997), Progress toward understanding how waves break, Proc. 21st Symposium on Naval Hydrodynamics, Trondheim, Norway, June 1996, National Academy Press, Washington, DC.
17. Lowe, R.J., J.R. Koseff, and S.G. Monismith (2005a), Oscillatory flow through submerged canopies: 1. Velocity structure, J. Geophys. Res. 110, C10016, 17 pp.
18. Lowe, R.J., J.R. Koseff, S.G. Monismith, and J.L. Falter (2005b), Oscillatory flow through submerged canopies: 2. Canopy mass transfer, J. Geophys. Res. 110, C10017, 14 pp.
19. Nielsen, P. (1992), Coastal Bottom Boundary Layers and Sediment Transport, Advanced Series on Ocean Engineering 4, World Scientific Publ. Co., Singapore.
20. Nikora, V.I., D.G. Goring, I. McEwan, and G. Griffiths (2001), Spatially-averaged open-channel flow over a rough bed, J. Hydraul. Engrg. ASCE 127, 2, 123-133.
21. Nikora, V.I., I. McEwan, S.R. McLean, S.E. Coleman, D. Pokrajac, and R. Walters (2007), Double-averaging concept for rough-bed open-channel and overland flows: Theoretical background, J. Hydraul. Engrg. ASCE 133, 8, 873-883.
22. Ranasoma, K.I.M., and J.F.A. Sleath (1992), Velocity measurements close to rippled beds, Proc. 23rd Int. Conf. Coastal Engrg., American Society of Civil Engineers, 2383-2396.
23. Raudkivi, A.J. (1998), Loose Boundary Hydraulics, 4th ed., A.A. Balkema, The Netherlands, 512 pp.
24. Rousseaux, G., H. Yoshikawa, A. Stegner, and J.E. Wesfreid (2004), Dynamics of transient eddy above rolling-grain ripples, Phys. Fluids 16, 4, 1049-1058.
25. Schlicke, E., S.E. Coleman, and V.I. Nikora (2005), A PIV investigation into the interaction between wave motion and sediment ripples, 4th IAHR Symposium on River, Coastal and Estuarine Morphodynamics, Urbana, IL, 981-989.
26. Schlicke, E., S.M. Cameron, and S.E. Coleman (2007), Galvanometer-based PIV for liquid flows, Flow Measurement and Instrumentation 18, 27-36.
27. Sleath, J.F.A. (1987), Turbulent oscillatory flow over rough beds, J. Fluid Mechanics 182, 369-409.
28. Svendsen, I.A., and I.G. Jonsson (1976), Hydrodynamics of Coastal Regions, Technical University of Denmark.
29. van der Werf, J.J., J.S. Doucette, T. O'Donoghue, and J.S. Ribberink (2007), Detailed measurements of velocities and suspended sand concentrations over full-scale ripples in regular oscillatory flow, J. Geophys. Res. 112, F02012, DOI: 10.1029/2006JF000614.
30. Voropayev, S.I., G.B. McEachern, D.L. Boyer, and H.J.S. Fernando (1999), Dynamics of sand ripples and burial/scouring of cobbles in oscillatory flow, Applied Ocean Res. 21, 5, 249-261.
31. Whitaker, S. (1999), The Method of Volume Averaging, Kluwer Academic Publishers, Dordrecht.