Relevant parameters and finite amplitude effects in estuarine hydrodynamics

Journal of Geophysical Research: Oceans

Volumn 111, Issue 10, 2006, Pages

  Toffolon, Marco ^a   Vignoli, Gianluca ^a,b   Tubino, Marco ^a  

^a UNIVERSITY OF TRENTO   (Italy)

^b Centro di Ingegneria e Sviluppo Modelli per l'Ambiente   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; ESTUARIES; HYDRODYNAMICS; MATHEMATICAL MODELS; OCEANOGRAPHY; TSUNAMIS;

ESTUARINE DYNAMICS; HYDRODYNAMICS; NUMERICAL MODEL; POWER LAW;

EID: 33845637275     PISSN: None     EISSN: 21699291     Source Type: Journal    
DOI: 10.1029/2005JC003104     Document Type: Article

References (29)

1. de Jong, H., and F. Gerritsen (1984), Stability parameters of Western Sheldt estuary, in Proceedings of the 19th Coastal Engineering Conference, edited by B. L. Edge. pp. 3078-3093, Am. Soc. of Civ. Eng., Reston, Va.
2. Dronkers, J. J. (1964), Tidal Computations in River and Coastal Waters, 518 pp., Elsevier, New Work.
3. Friedrichs, C. T., and D. Aubrey (1994), Tidal propagation in strongly convergent channels, J. Geophys. Res., 99, 3321-3336.
4. Friedrichs, C. T., B. D. Armburst, and H. E. de Swart (1998), Hydrodynamics and equilibrium sediment dynamics of shallow, funnel-shaped tidal estuaries, in Physics of Estuaries and Coastal Seas, edited by J. Dronkers and M. B. A. M. Scheffers, pp. 315-327, A. A. Balkema, Brookfield, Vt.
5. Garcia-Navarro, P., F. Alcrudo, and J. M. Saviron (1992), ID open-channel flow simulation using TVD-McCormack scheme, J. Hydraul. Eng., 118, 1359-1372.
6. Green, G. (1837), On the motion of waves in a variable canal of small depth width, Trans. Cambridge Philos., 6.
7. Hibma, A., H. M. Schuttelaars, and H. J. de Vriend (2003), Initial formation and evolution of channels-shoals patterns in estuaries, paper presented at 3rd IAHR Symposium on River, Coastal and Estuarine Morphodynamics, Int. Assoc. of Hydraul. Res., Barcelona, Spain.
8. Ippen, A. T. (1966), Estuary and Coastline Hydrodynamics, McGraw-Hill, New York.
9. Jarret, J. T. (1976), Tidal prism-inlet area relationship, in General Investigation of Tidal Inlets, Rep. 3, U. S. Army Corps Coastal Eng. Res. Center, Vicksburg, Miss.
10. Jay, D. A. (1991), Green's law revisited: Tidal long-wave propagation in channels with strong topography, J. Geophys. Res., 96, 20,585-20,598.
11. Lanzoni, S., and G. Seminara (1998), On tide propagation in convergent estuaries, J. Geophys. Res., 103, 30,793-30,812.
12. Lanzoni, S., and G. Seminara (2002), Long term evolution and morphodynamic equilibrium of tidal channels, J. Geophys. Res., 107(C1), 3001, doi:10.1029/2000JC000468.
13. Le Provost, C. (1991), Generation of overtides and compound tides, in Tidal Hydrodynamics, edited by B. B. Parker, pp. 269-297, John Wiley, Hoboken, N. J.
14. Myrick, R. M., and L. B. Leopold (1963), Hydraulic geometry of a small tidal estuary, U.S. Geol. Surv. Prof. Pap., 422-B.
15. Parker, B. B. (1991), The relative importance of the various nonlinear mechanisms in a wide range of tidal interactions, in Tidal Hydrodynamics, edited by B.B. Parker, pp. 237-268, John Wiley, Hoboken, N. J,
16. Prandle, D. (1991), Tides in estuaries and embayments, in Tidal Hydrodynamics, edited by B. B. Parker. pp. 125-152, John Wiley, Hoboken, N.J.
17. Prandle, D. (2003), Relationships between tidal dynamics and bathymetry in strongly convergent estuaries, J. Phys. Oceanogr., 23, 2738-2750.
18. Prandle, D., and N. L. Crookshank (1974), Numerical model of St. Lawrence River Estuary, J. Hydraul. Eng., 100, 517-529.
19. Savenije, H. H. G. (1992), Lagrangean solution of St. Venant's equations for an alluvial estuary, J. Hydraul. Eng., 118, 1153-1163.
20. Savanije, H. H. G. (1993), Determination of estuary parameters on basis of lagrangian analysis, J. Hydraul. Eng., 119, 628-642.
21. Savenije, H. H. G. (1998), Analytical expression for tidal dumping in alluvial estuaries, J. Hydraul. Eng., 124, 615-618.
22. Savenije, H. H. G. (2001), A simple analytical expression to describe tidal damping or amplification, J. Hydrol., 243, 205-215.
23. Savenije, H. H. G. (2005), Salinity and Tides in Alluvial Estuaries, 194 pp. Elsevier, New York.
24. Savenije, H. H. G., and E. J. M. Veling (2005), Relation between tidal damping and wave celerity in estuaries, J. Geophys. Res., 110, C04007, doi:10.1029/2004JC002278.
25. Schuttelaars, H. M., and H. E. de Swart (1999), Initial formation of channels and shoals in a short tidal embayment, J. Fluid Mech., 127, 15-42.
26. Seminara, G., and M. Tubino (2001), Sand bars in tidal channels, part 1. Free bars, J. Fluid Mech., 440, 49-74.
27. Todeschini, I., M. Toffolon, G. Vignoli, and M. Tubino (2003), Bottom equilibrium profiles in convergent estuaries, paper presented at 3rd IAHR Symposium on River, Coastal and Estuarine Morphodynamics, Int. Assoc. of Hydraul. Res., Barcelona, Spain. ++Toffolon, M. (2002), Macro-scale morphological characterisation of the Western Scheldt, Delft Cluster Rep. 03.01.06, Delft, Netherlands. (Available at http://www.delftcluster.nl.)
28. Winterwerp, J. C., Z. B. Wang, M. J. F. Stive, A. Arends, C. Jeukan, C. Kuijper, and P. M. C. Thoolen (2001), A new morphological schematization of the Western Scheldt estuary, the Netherlands, paper presented at 2nd IAHR Symposium on River, Coastal and Estuarine Morphodynamics, Int. Assoc. of Hydraul. Res., Obihiro, Japan.
29. Wolanski, E., K. Moore, S. Spagnol, N. D'Adamo, and C. Pattiaratchi (2001), Rapid, human-induced siltation of the macro-tidal Ord River Estuary, Western Australia, Estuarine Coastal Shelf Sci., 53, 717-732.