Hydrodynamic Behavior of Asymmetric Oscillatory Boundary Layers at Low Reynolds Numbers

Journal of Hydraulic Engineering

Volumn 132, Issue 10, 2006, Pages 1086-1096

  Sana, Ahmad ^a   Tanaka, Hitoshi ^b   Yamaji, Hiroto ^b   Kawamura, Ikuo ^c  

^a SULTAN QABOOS UNIVERSITY   (Oman)

^b TOHOKU UNIVERSITY   (Japan)

^c CTI Engineering Co Ltd ^*  (Japan)

Author keywords

Friction; Hydrodynamics; Numerical models; Oscillatory flow; Reynolds number; Shear stress; Turbulent flow

Indexed keywords

BOUNDARY LAYER FLOW; BOUNDARY LAYERS; DOPPLER EFFECT; FRICTION; LASER DOPPLER VELOCIMETERS; REYNOLDS NUMBER; SEDIMENT TRANSPORT; SHEAR FLOW; LAMINAR FLOW; MATHEMATICAL MODELS; SHEAR STRESS; TURBULENT FLOW; WATER WAVES;

ASYMMETRIC WAVES; BOTTOM SHEAR STRESS; CNOIDAL WAVE; EXPERIMENTAL AND NUMERICAL STUDIES; HYDRODYNAMIC BEHAVIOR; LOW REYNOLDS NUMBER; OSCILLATORY BOUNDARY LAYERS; OSCILLATORY FLOWS; REYNOLD NUMBER; WAVE BOUNDARY LAYER;

SHEAR STRESS; BOUNDARY LAYER FLOW;

OSCILLATING TUNNEL; OSCILLATORY MOTION;

BOUNDARY LAYER FLOW; FRICTION; LAMINAR FLOW; LASER DOPPLER VELOCIMETERS; MATHEMATICAL MODELS; REYNOLDS NUMBER; SEDIMENT TRANSPORT; SHEAR STRESS; TURBULENT FLOW; WATER WAVES;

BOUNDARY LAYER; FRICTION; HYDRODYNAMICS; NUMERICAL MODEL; OSCILLATING FLOW; REYNOLDS NUMBER; SHEAR STRESS; TURBULENT FLOW;

EID: 33748782005     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2006)132:10(1086)     Document Type: Article

References (35)

1. Asano, T., Godo, H., and, Iwagaki, Y. (1988). " Application of low-Reynolds number turbulence models to oscillatory bottom boundary layers." Coast. Eng. Japan CENJA8 0578-5634, 30 (2), 1-9.
2. Byrd, P. F., and, Friedman, M. D. (1970). Handbook of elliptic integrals for engineers and scientists, 2nd Ed., Springer, New York.
3. Chapalain, G., and, Thais, L. (2000). " Tide, turbulence and suspended sediment modeling in the eastern English channel." Coastal Eng. COENDE 0378-3839, 41, 295-316.
4. Cotton, M. A., and, Satnsby, P. K. (2000). " Bed frictional characteristics in a turbulent flow driven by nonlinear waves." Coastal Eng. COENDE 0378-3839, 40, 91-117.
5. Dean, R. G., and, Dalrymple, R. A. (1991). Water wave mechanics for engineers and scientists, World Scientific Inc., Singapore.
6. Debajnia, M., and, Watanabe, A. (1992). " Sheet flow under nonlinear waves and currents." Proc., 23rd Int. Conf. Coastal Engineering, ASCE, New York, 2015-2028.
7. Hino, M., Sawamoto, M., and, Takasu, S. (1976). " Experiments on transition to turbulence in an oscillatory pipe flow." J. Fluid Mech. JFLSA7 0022-1120, 75, 193-207.
8. Isobe, M. (1985). " Calculation and application of first-order cnoidal wave theory." Coastal Eng. COENDE 0378-3839, 9, 309-325.
9. Jensen, B. L. (1989). " Experimental investigation of turbulent oscillatory boundary layers." Series paper no. 45, ISVA, Technical Univ. of Denmark, Lyngby, Denmark.
10. Jensen, B. L., Sumer, B. M., and, Fredsøe, J. (1989). " Turbulent oscillatory boundary layer at high Reynolds numbers." J. Fluid Mech. JFLSA7 0022-1120, 206, 265-297.
11. Jones, W. P., and, Launder, B. E. (1972). " The prediction of laminarization with a two-equation model of turbulence." Int. J. Heat Mass Transfer IJHMAK 0017-9310, 15, 301-314. 10.1017/S0022112076000177
12. Justesen, P. (1988). " Turbulent wave boundary layers." Series Paper, No. 43, ISVA, Technical Univ. of Denmark, Lyngby, Denmark.
13. Komar, P. D. (1976). Beach processes and sedimentation, Prentice-Hall, Englewood Cliffs, N.J.
14. Kuo, C. T., and, Chang, W. J. (1990). " Bottom shear stress and friction factor due to the asymmetric wave motion." Proc., 22nd Int. Conf. on Coastal Engineering, Delft, The Netherlands, 637-646.
15. Lambkin, D. O., Collins, M. B., and, Paphitis, D. (2004). " Wave period and flow asymmetry effects on the transition to turbulence in relation to sediment dynamics." J. Geophys. Res. JGREA2 0148-0227, 109, F03009, 1-10. 10.1016/0017-9310(72)90076-2
16. Larson, M. (1996). " A closed-form solution for turbulent wave boundary layers." Proc., 25th Int. Conf. Coastal Engineering, Orlando, Fla., 3244-3256.
17. Lee, S. K., and, Cheung, K. F. (1999). " Laminar and turbulent bottom boundary layer induced by nonlinear water waves." J. Hydraul. Eng. JHEND8 0733-9429, 126 (6), 631-644.
18. Nadaoka, K., Yagi, H., Nihei, Y., and, Nomoto, K. (1994). " Characteristics of turbulent structure in asymmetrical oscillatory flow." Proc., Coastal Eng., 41, 141-145 (in Japanese).
19. Nadaoka, K., Nihei, Y., Yagi, H., and, Nomoto, K. (1996). " Characteristics of turbulent structure in asymmetrical oscillatory flow." Proc., Coastal Eng., 43, 441-445 (in Japanese).
20. Nielsen, P. (2002). " Shear stress and sediment transport calculations for swash zone modeling." Coastal Eng. COENDE 0378-3839, 45, 53-60.
21. Nielsen, P., and, Callaghan, D. P. (2003). " Shear stress and sediment transport calculations for sheet flow under waves." Coastal Eng. COENDE 0378-3839, 47, 347-354.
22. Nihei, Y., Nadaoka, K., Yagi, H., and, Nomoto, K. (2000). " Turbulent structure of asymmetric flow." Proc., 27th Int. Conf. on Coastal Engineering, Book of abstracts, Vol. 2, Sydney, Australia.
23. Patel, V. C., Rodi, W., and, Scheuerer, G. (1985). " Turbulence models for near-wall and low Reynolds number flows: A review." AIAA J. AIAJAH 0001-1452, 23 (9), 1308-1319.
24. Ribberink, J. S., and, Al-Salem, A. A. (1995). " Sheet flow and suspension of sand in oscillatory boundary layers." Coastal Eng. COENDE 0378-3839, 25, 205-225. 10.1016/S0378-3839(01)00036-9
25. Sajjadi, S. G., and, Waywell, M. N. (1997). " Application of roughness-dependent boundary conditions to turbulent oscillatory flows." Int. J. Heat Fluid Flow IJHFD2 0142-727X, 18, 368-375.
26. Sana, A., and, Shuy, E. B. (2002). " Two-equation turbulence models for smooth oscillatory boundary layers." J. Waterw., Port, Coastal, Ocean Eng. JWPED5 0733-950X, 128 (1), 38-45.
27. Sana, A., and, Tanaka, H. (1995). " A full-range equation for wave boundary layer thickness." Adv. Hydrosci. Eng., 2, 1487-1494.
28. Sana, A., and, Tanaka, H. (2000). " A review of k-ϵ model to analyze oscillatory boundary layers." J. Hydraul. Eng. JHEND8 0733-9429, 126 (9), 701-710. 10.1016/0378-3839(95)00003-T
29. Sleath, J. F. A. (1990). " Seabed boundary layers." The sea, Vol. 9B, B. Le Méhauté and D. M. Hanes., eds., Wiley, New York, 693-727.
30. Soulsby, R. L., Hamm, L., Klopman, G., Myrhaug, D., Simons, R. R., and, Thomas, G. P. (1993). " Wave-current interaction within and outside the bottom boundary layer." Coastal Eng. COENDE 0378-3839, 21, 41-69. 10.1061/(ASCE)0733-950X(2002)128:1(38)
31. Tanaka, H., and, Sana, A. (1995). " Numerical study on transition to turbulence in a wave boundary layer." Sediment transport mechanisms in coastal environments and rivers, M. Belorgey, R. D. Rajaona, and J. F. A. Sleath., eds., World Scientific, Singapore, 14-25.
32. Tanaka, H., Sana, A., Yamaji, H., and, Samad, M. A. (1998a). " Experimental and numerical investigation on asymmetric oscillatory boundary layers." J. Hydrosci. Hydr. Eng. ZZZZZZ 0912-2508, l6 (1), 117-126.
33. Tanaka, H., Sumer, B. M., and, Lodahl, C. (1998b). " Theoretical and experimental studies on laminar boundary layer under cnoidal waves." Coast. Eng. J., 40 (1), 1-18.
34. Tanaka, H., Yamaji, H., Sana, A., and, Shuto, N. (1998c). " A generation method of asymmetric oscillatory motion simulating cnoidal waves." Coastal Eng. COENDE 0378-3839, 40 (3, 291-306. 10.1016/0378-3839(93)90045-A
35. Thais, L., Chapalain, G., and, Samaoui, H. (1999). " Reynolds number variation in oscillatory boundary layers. I: Purely oscillatory motion." Coastal Eng. COENDE 0378-3839, 36, 111-146.