NEARSHORE SEDIMENT TRANSPORT: UNEARTHED by LARGE EDDY SIMULATION

Proceedings of the Coastal Engineering Conference

Volumn 2003-January, Issue , 2003, Pages 2504-2516

  Zedler, Emily A ^a   Street, Robert L ^b  

^a STANFORD UNIVERSITY   (United States)

^b Stanford University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ADVECTION; COASTAL ENGINEERING; NAVIER STOKES EQUATIONS; NUMERICAL MODELS; REYNOLDS NUMBER; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTS; SUSPENDED SEDIMENTS; SUSPENSIONS (FLUIDS); VORTEX FLOW;

ADVECTION-DIFFUSION EQUATION; CURVILINEAR GRIDS; FIELD INVESTIGATION; FILTERED NAVIER-STOKES EQUATIONS; MODELING TECHNIQUE; SEDIMENT CONCENTRATION; SEDIMENT CONCENTRATION PROFILES; SEDIMENT TRANSPORT PATTERN;

LARGE EDDY SIMULATION;

EID: 84950155327     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812791306_0209     Document Type: Conference Paper

References (14)

1. Blondeaux, P. and Vittori, G. (1990). Oscillatory flow and sediment motion over a rippled bed. Coastal Engineering, Proc. International Conference on Coastal Engineering, ASCE, 2186-2199.
2. Calhoun, R. and Street, R. (2001). Turbulent flow over a wavy surface: Neutral Case. Journal of Geophysical Research-Oceans, 106(C5):9277-9293.
3. Fredsoe, J., Andersen, K. and Sumer, B. (1999). Wave plus current over a ripplecovered bed. Coastal Engineering, 38:77-221.
4. Kim, H., O'Connor, B., Kim, T. and Williams, J. (2000). Suspended sediment concentration over ripples. Coastal Engineering, Proceedings of the International Conference on Coastal Engineering, ASCE, 3: 2873-2885.
5. Leonard, B. (1988). Simple high accuracy resolution program for convective modeling of discontinuities. International Journal for Numerical Methods in Fluids, 8:1291-1218.
6. Osborne, P. D. and Vincent, C. E. (1996). Vertical and horizontal structure in suspended sand concentrations and wave-induced fluxes over bedforms. Marine Geology, 131, 195-208.
7. Sato, S., Mimura, N., and Watanabe, A. (1984). Oscillatory boundary layer flow over rippled beds. Coastal Engineering, Proc. International Conference on Coastal Engineering, 2293-2309.
8. Sleath, J. F. A. (1982). The suspension of sand by waves. Journal of Hydraulic Research, 20(5), 439-452.
9. Stanton, T. (2002a). Characterizing wave-forced bedforms using a two axis scanned altimeter. Journal of Atmospheric and Oceanic Technology, in Press.
10. Stanton, T. (2002b). High resolution acoustic Doppler profiling of velocity, Reynolds stresses and sediment concentration in wave forced boundary layers. Journal of Atmospheric and Oceanic Technology, in Press.
11. van Rijn, L. C. (1984). Sediment pickup functions. Journal of Hydraulic Engineering, 110(10), 1494-1502.
12. Zang, Y., Street, R. L. and Koseff, J. R. (1994). A non-staggered grid; fractional step method for time-dependent incompressible Navier-Stokes equations in curvilinear coordinates. Journal of Computational Physics, 114(1): 18-33.
13. Zang, Y., Street, R. L. and Koseff, J. R. (1993). A dynamic mixed subgrid-scale model and its application to turbulent recirculating flows. Physics of Fluids A-Fluid Dynamics, 5(12), 3186-3196.
14. Zedler, E. and Street, R. L. (2001). Large-Eddy Simulation of Sediment transport: Currents over Ripples. Journal of Hydraulic Engineering, 127(6):444-452.