Modeling of a Rough-Wall Oscillatory Boundary Layer Using Two-Equation Turbulence Models

Journal of Hydraulic Engineering

Volumn 135, Issue 1, 2009, Pages 60-65

  Sana, Ahmad ^a   Ghumman, Abdul Razzaq ^b   Tanaka, Hitoshi ^c  

^a SULTAN QABOOS UNIVERSITY   (Oman)

^b UNIVERSITY OF ENGINEERING AND TECHNOLOGY   (Pakistan)

^c TOHOKU UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ATMOSPHERIC THERMODYNAMICS; BOUNDARY LAYERS; COMPUTATIONAL FLUID DYNAMICS; KINETIC ENERGY; KINETICS; QUAY WALLS; REYNOLDS NUMBER; SEDIMENT TRANSPORT; SHEAR FLOW; TURBULENCE MODELS; TURBULENT FLOW; AERODYNAMICS; ELECTRON ENERGY LOSS SPECTROSCOPY; HYDRODYNAMICS; MATHEMATICAL MODELS; SHEAR STRESS; STRENGTH OF MATERIALS; TURBULENCE;

BLENDED MODELS; DISSIPATION RATE OF TURBULENT KINETIC ENERGY; K-Ε MODEL; ONE-DIMENSIONAL; OSCILLATORY BOUNDARY LAYERS; ROUGH SURFACES; SPECIFIC DISSIPATION RATE; TURBULENT KINETIC ENERGY; TWO-EQUATION TURBULENCE MODELS; WALL BOUNDARY CONDITION;

SHEAR STRESS; TURBULENCE MODELS;

COASTAL ENVIRONMENT; EXPERIMENTAL DATUMS; MEAN VELOCITIES; OSCILLATORY FLOW; REYNOLDS STRESSES; ROUGH SURFACES; SPECIFIC DISSIPATION RATES; TURBULENT KINETIC ENERGIES; WALL BOUNDARY CONDITIONS; WALL ROUGHNESSES; WALL SHEAR STRESSES;

BOUNDARY CONDITION; BOUNDARY LAYER; COASTAL EROSION; COASTAL ZONE; EXPERIMENTAL STUDY; FLOW MODELING; FLOW VELOCITY; KINETIC ENERGY; OSCILLATING FLOW; REYNOLDS NUMBER; SEDIMENT TRANSPORT; SHEAR STRESS; SURFACE ROUGHNESS; TURBULENT FLOW;

EID: 57949103944     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2009)135:1(60)     Document Type: Article

References (20)

1. Aydin, I., and Shuto, N. (1988). “An application of the k-ε model to oscillatory boundary layers.” Coastal Eng. J., 30(2), 11-24.
2. Foti, E., and Scandura, P. (2004). “A low Reynold's k-ε model validated for oscillatory flows over smooth and rough wall.” Coastal Eng., 51, 173-184.
3. Jensen, B. L. (1989). “Experimental investigation of turbulent oscillatory boundary layers.” Series Paper No. 45, ISVA, Technical Univ. of Denmark, Lyngby, Denmark.
4. Jensen, B. L., Sumer, B. M., and Fredsoe, J. (1989). “Turbulent oscillatory boundary layers at high Reynolds numbers.” J. Fluid Mech., 206, 265-297.
5. Jonsson, I. G., and Carlsen, N. A. (1976). “Experimental and theoretical investigators in an oscillatory turbulent boundary layer.” J. Hydraul. Res., 14(1), 45-60.
6. Justesen, P. (1988). “Turbulent wave boundary layers.” Series Paper No. 43 I, ISVA, Technical Univ. of Denmark, Lyngby, Denmark.
7. Justesen, P. (1991). “A note on turbulence calculations in the wave boundary layer.” J. Hydraul. Res., 29(5), 699-711.
8. Justesen, P., and Spalart, P. R. (1990). “Two equation turbulence modeling of oscillatory boundary layers.” AIAA paper No. 90-0496.
9. Kajiura, K. (1968). “A model of the bottom boundary layer in water waves.” Bull. Earthquake Res. Inst., 46, 75-123.
10. Mendoza, C., and Shen, H. W. (1990). “Investigation of turbulent flow over dunes.” J. Hydraul. Eng., 116(4), 459-477.
11. Menter, F. R. (1994). “Two-equation eddy-viscosity turbulence models for engineering applications.” AIAA J., 32(8), 1598-1605.
12. Patel, V. C., Rodi, W., and Scheuerer, G. (1985). “Turbulence models for near-wall and low Reynolds number flows: A review.” AIAA J., 23(9), 1308-1319.
13. Puleo, J. A., Mouraenko, O., and Hanes, D. M. (2004). “One-dimensional wave bottom boundary layer model comparison: Specific eddy viscosity and turbulence closure models.” J. Waterway, Port, Coastal, Ocean Eng., 130(6), 322-325.
14. Rodi, W. (1984). Turbulence models and their application in hydraulics-A state of the art review, IAHR, The Netherlands.
15. Sajjadi, S. G., and Waywell, M. N. (1997). “Application of roughness-dependent boundary conditions to turbulent oscillatory flows.” Int. J. Heat Fluid Flow, 18, 368-375.
16. Sana, A., and Shuy, E. B. (2002). “Two-equation turbulence models for smooth oscillatory boundary layers.” J. Waterway, Port, Coastal, Ocean Eng., 128, 38-45.
17. Sana, A., and Tanaka, H. (2000). “Review of k-ε model to analyze oscillatory boundary layers.” J. Hydraul. Eng., 126(9), 701-710.
18. Sheng, Y. P. (1982). “Hydraulic applications of a second-order closure model of turbulent transport.” Applying research to hydraulic practice, P. E. Smith, ed., ASCE, 106-119.
19. Tanaka, H., and Sana, A. (1994). “Numerical study on transition to turbulence in a wave boundary layer.” Sediment transport mechanism in coastal environments and rivers, World Scientific Pub, Singapore, 14-25.
20. Wilcox, D. C. (1988). “Reassessment of the scale-determining equation for advanced turbulence models.” AIAA J., 26(11), 1299-1310.