MODELING ON-SHORE SEDIMENT TRANSPORT USING ENERGETICS MODELS
Abstract
and showed very promising future.
Keywords
References
Bagnold, R. A. (1963) Mechanics of marine sedimentation, The Sea: Ideas and Observations, M. N. Hill ed, Interscience, Vol. 3, 507-528.
Bagnold, R. A. (1966) An approach to the sediment transport problem from general physics, Prof. Paper 422-1, U. S. Geol. Surv.
Bailard, J. A. (1981) An energetics total load sediment transport model for a plane slopping beach, J. Geophys. Res., 86 (C11), 10938-10954.http://dx.doi.org/10.1029/JC086iC11p10938
Bowen, A. J. (1980) Simple models of nearshore sedimentation: Beach profiles and longshore bars, In Coastline of Canada, 1-11, Halifax. Geological Survey of Canada.
Calantoni, J. and J. A. Puleo (2006) Role of pressure gradients in sheet flow of coarse sediments under sawtooth waves, J. Geophys. Res., 111, C01010, doi:10.1029/2005JC002875. http://dx.doi.org/10.1029/2005JC002875
Dohmen-Janssen, C. M., and D. M. Hanes(200): Sheet flow dynamics under monochromatic nonbreaking waves, J. Geophys. Res., 107(C10), 3149, doi:10.1029/2001JC001045.http://dx.doi.org/10.1029/2001JC001045
Drake, T. G. and J. Calantoni (2001) Discrete particle model for sheet flow sediment transport in the nearshore, J. Geophys. Res., 106 (C9), 19859-19868.http://dx.doi.org/10.1029/2000JC000611
Elgar, S., E. L. Gallagher and R. T. Guza (2001) Nearshore sandbar migration, J. Geophys. Res., 106 (C6),11623-11627. http://dx.doi.org/10.1029/2000JC000389
Foster, D. L., A. J. Bowen, R. A. Holman, and P. Natoo (2006), Field evidence of pressure gradient induced incipient motion, J. Geophys. Res., 111, C05004, doi:10.1029/2004JC002863.http://dx.doi.org/10.1029/2004JC002863
Gallagher, E. L., S. Elgar and R. T. Guza (1998) Observation of sand bar evolution on a natural beach, J. Geophys. Res., 103 (C2), 3203-3215. http://dx.doi.org/10.1029/97JC02765
Gonzalez-Rodriguez, D. and Madsen, O. S. (2008): Bedload transport due to asymmetric and skewed waves plus a current. Proc. of 31st International Conference on Coastal Engineering (ICCE2008). pp 1596-1605.
Guard, P. A. and P. Nielsen (2008): unsteady flow effects on bed shear stress and sheet flow sediment transport. Proc. of 31st International Conference on Coastal Engineering (ICCE2008). pp 1521-1532.
Henderson, S., J. S. Allen and P. A. Newberger (2004) Nearshore sandbar migration predicted by an eddy-diffusive boundary layer model, J. Geophys. Res., 109, C06024, doi:10.1029/2003JC002137. http://dx.doi.org/10.1029/2003JC002137
Hoefel, F. and S. Elgar (2003) Wave-induced sediment transport and sandbar migration, Science, 299, 1885-1887. PMid:12649479 http://dx.doi.org/10.1126/science.1081448
Hsu, T. -J. and D. M. Hanes (2004) The effect of wave shape on sheet flow sediment transport, J. Geophys. Res., 109, C05025. http://dx.doi.org/10.1029/2003JC002075
Nielsen, P. (2002) Shear stress and sediment transport calculations for swash zone modelling. Coastal Engineering, 45, 53-60. http://dx.doi.org/10.1016/S0378-3839(01)00036-9
Nielsen, P. and D. P. Callaghan (2003) Shear stress and sediment transport for sheet flow under waves. Coastal Engineering, 47, 347-354. http://dx.doi.org/10.1016/S0378-3839(02)00141-2
Puleo, J. A., O. Mouraenko and D. M. Hanes (2004) One-dimensional wave bottom boundary layer model comparison: specific eddy viscosity and turbulence closure models, J. Waterway, Port, Coast. Ocean Engrng., 130 (6), 322-325. http://dx.doi.org/10.1061/(ASCE)0733-950X(2004)130:6(322)
Ruessink, B. G., T. J. J. van den Berg, and L. C. van Rijn (2009), Modeling sediment transport beneath skewed asymmetric waves above a plane bed, J. Geophys. Res., 114, C11021, doi:10.1029/2009JC005416.http://dx.doi.org/10.1029/2009JC005416
Sleath, J. F. A. (1999) Conditions for plug formation in oscillatory flow, Continental Shelf Research, 19, 1643-1664. http://dx.doi.org/10.1016/S0278-4343(98)00096-X
Zhao, Q., J. T. Kirby and J. A. Puleo (2010): Bagnold formula revisited: Can energetics models be used to model on-shore sediment transport? In preparation.
This work is licensed under a Creative Commons Attribution 3.0 License.