TECHNICAL PAPERS
Aug 1, 1992

Lagrangian Solution of St. Venant's Equations for Alluvial Estuary

Publication: Journal of Hydraulic Engineering
Volume 118, Issue 8

Abstract

An analytical solution of St. Venant's equations for tidal flow in alluvial estuaries is presented using a Lagrangian approach. The solution is not fully exact; it is obtained on the basis of an assumed combination of harmonics for the velocity of the moving water particle. In addition, the alluvial estuary is assumed to have an exponentially varying cross section. The assumptions made, however, are few compared to the assumptions needed for earlier analytical solutions. Moreover, they do not impose serious restrictions on application to real estuaries. The accuracy obtained with the analytical method is quite acceptable compared to results obtained with a numerical model which does not require an assumed combination of harmonics. The advantage of an analytical method over a numerical method is that the former method provides insight into the phenomena involved in tidal hydraulics. In addition, the Lagrangian approach enhances understanding, as it forces one to follow the movement of an individual water particle in the vertical, horizontal, and lateral sense.

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References

1.
Hunt, J. N. (1964). “Tidal oscillations in estuaries.” Geo. J., Royal Astronomical Society, 8.
2.
Ippen, A. T. (1966). Estuary and coastline hydrodynamics. McGraw‐Hill, New York, N.Y.
3.
McDowell, D. M., and O'Connor, B.A. (1977). Hydraulic behaviour of estuaries. Macmillan Press, London, U.K.
4.
Prandle, D. and Rahman, M. (1980). “Tidal response in estuaries.” J. Physical Oceanography, 10, 1552–1573.
5.
Savenije, H. H. G. (1986). “A one‐dimensional model for salinity intrusion in alluvial estuaries.” J. Hydrol., Amsterdam, the Netherlands, 85, 87–109.
6.
Savenije, H. H. G. (1988). “Influence of rain and evaporation on salt intrusion in estuaries.” J. Hydr. Engrg., ASCE, 114(12), 1509–1524.
7.
Savenije, H. H. G. (1989). “Salt intrusion model for high‐water slack, low‐water slack and mean tide on spreadsheet.” J. Hydrol., Amsterdam, the Netherlands, 107, 9–18.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 118Issue 8August 1992
Pages: 1153 - 1163

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Published online: Aug 1, 1992
Published in print: Aug 1992

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Authors

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Hubert H. G. Savenije
Assoc. Prof., of Hydrol., Int. Inst. for Hydr. and Envir. Engrg., Oude Delft 95, P.O. Box 3015, 2601 DA Delft, the Netherlands

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