TECHNICAL PAPERS
May 1, 1995

Formation and Propagation of Tidal Bore

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 121, Issue 3

Abstract

In a tidal river, the peak value of the discharge occurs earlier than the peak value of the tidal elevation. The high water level of a tidal wave moves faster than the low water level, and as a result the slope of the wave-surface profile, in the direction of propagation, increases from high water to low and decreases from low water to high. This differential slope causes retention of tidal flux during ebb, which in turn elevates the low water level and introduces a delay in the occurrence of the low water phase. This delay causes the flood discharge, at the transition of flow from ebb to flood, to start with an initial value. During the passage of tides of large amplitudes, the delay angle and consequently the initial value of the flood discharge at the transition of flow from ebb to flood becomes large and generates a surge. This surge discharge, at the transition of flow from ebb to flood, generates the bore. This is possible only in rivers where the summation of the phase lead and delay angles exceeds π/2. The veracity of these computations is checked from observed data.

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References

1.
Abbott, M. R. (1956). “A theory of the propagation of bores in channels and rivers.”Proc., Cambridge Philosophical Society, Cambridge, U.K.
2.
Dronkers, J. J. (1964). Tidal computations in rivers and coastal waters . North Holland Publishing Co., Amsterdam, The Netherlands.
3.
Dronkers, J. J., and Schonfold, J. C. (1959). “Tidal computations in shallow waters.”Report on hydrostatic levelling across the Western Schelde, Rijkswaterstaat Koning Skade, the Hague, the Netherlands, 15.
4.
“Importance of tidal apex to the propagation of tides in the Hugli.” (1966). Technical Report No. 34, Hydr. Study Dept., Calcutta Port Commissioners, Calcutta, India.
5.
“Incidence of bores in the Hugli.” (1967). Technical Report No. 43, Hydr. Study Dept., Calcutta Port Commissioners, Calcutta, India, Nov.
6.
Mazumder, N. C. (1971). “Some studies on the simulation of a tidal channel by an electronic analogue model,” PhD dissertation, University of Calcultta, at Calcutta, India.
7.
Mazumder, N. C., Chatterjee, P. K., and Basak, S. K.(1984). “Generation of Bore.”J. Wtrways., Port, Coast. and Oc. Engrg., 110(2), 159.
8.
Stoker, J. J. (1957). Water waves . Interscience Publishers, Inc., New York, N.Y., 352.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 121Issue 3May 1995
Pages: 167 - 175

History

Published online: May 1, 1995
Published in print: May 1995

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Authors

Affiliations

Nitish C. Mazumder
Deputy Chf. Hydr. Engr., Hydr. Study Dept., Calcutta Port Trust, 20 Garden Reach Road, Calcutta, India 700 043.
Somnath Bose
Asst. Engr., Hydr. Study Dept., Calcutta Port Trust, Calcutta, India.

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