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Potential longshore transports on the coasts north and south of the Tay Estuary

Published online by Cambridge University Press:  05 December 2011

E. Sarrikostis
Affiliation:
Department of Geology, The University, Dundee DD1 4HN, U.K.
J. McManus
Affiliation:
Department of Geology, The University, Dundee DD1 4HN, U.K.
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Synopsis

A method of predicting coastal changes north and south of the Tay Estuary, due to the action of waves and wave-generated nearshore currents using computer simulation techniques, is described. The computation is based upon a wave refraction procedure, using as input data the deep-water wave climate (height, period and direction of approach) and the bathymetric characteristics of the sea area from Montrose to Fife Ness. The technique provides a prediction of the longshore component of wave energy flux at breaking, by computing the wave energy dissipation through shoaling, refraction and friction of the waves, for a number of points along the 70 km of shoreline. Potential patterns of longshore sediment transport are then derived in order to establish zones of potential erosion, transport and deposition between Boddin Point and Fife Ness.

Type
Research Article
Copyright
Copyright © Royal Society of Edinburgh 1987

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References

Abernethy, C. L. & Gilbert, G. 1975. Refraction of wave spectra. Wallingford: Hydraulics Research Station, Report No. INT 117.Google Scholar
Al-Bayati, K. M. & McManus, J. 1984. Suspended sediment load transport in the River Eden, Scotland. Journal of Water Resources 1, 215232.Google Scholar
Al-Jabbari, M. H., McManus, J. & Al-Ansari, N. A. 1980. Sediment and solute discharge into the Tay Estuary from the river system. Proceedings of the Royal Society of Edinburgh 78B, 1532.Google Scholar
Chisholm, J. I. 1966. An association of raised beaches with glacial deposits near Leuchars, Fife. Bulletin of the Geological Survey of Great Britain 24, 163174.Google Scholar
Chisholm, J. I. 1971. The stratigraphy of the post-glacial marine transgression in north-east Fife. Bulletin of the Geological Survey of Great Britain 37, 91107.Google Scholar
Collins, I. 1972. Prediction of shallow-waters spectra. Journal of Geophysical Research 11, 26932707.CrossRefGoogle Scholar
Cullingford, R. A. 1972. Late glacial and post-glacial shoreline displacement in the Earn-Tay area and eastern Fife. Unpublished Ph.D. Thesis, University of Edinburgh.Google Scholar
Dobson, R.S. 1967. Some applications of a digital computer to hydraulic engineering problems. New York: Stanford University, Technical Report No. 80.Google Scholar
Draper, L. 1971. Waves at North Carr Light Vessel, off Fife Ness. Internal Report of the Institute of Oceanographic Sciences A50.Google Scholar
Eastwood, K. M. 1976. Some aspects of the sedimentology of the superficial deposits of the Eden estuary. Unpublished Ph.D. Thesis, University of St Andrews.Google Scholar
Ferentinos, G. & McManus, J. 1981. Nearshore processes and shoreline development in St Andrews Bay, Scotland, U.K. Special Publications of the International Association of Sedimentologists 5, 161–174.Google Scholar
Griswold, G. M. 1963. Numerical calculation of wave refraction. Journal of Geophysical Research 68, 17151723.CrossRefGoogle Scholar
Harrison, W. & Wilson, W. S. 1964. Development of a method for numerical calculation of wave refraction. Washington, D.C.: U.S. Army Corps of Engineers, Coastal Engineering Research Center, Technical Memo No. 6.Google Scholar
Komar, P. D. & Inman, D. L. 1970. Longshore sand transport on beaches. Journal of Geophysical Research 75, 59145927.CrossRefGoogle Scholar
May, J. P. 1974. WAVENRG: A computer program to determine the dissipation in shoaling water waves with examples from coastal Florida. In Sediment Transport in the Near-shore Zone, ed. Tanner, W. F., pp. 2280. Tallahassee: Coastal Research Notes, Department of Geology, Florida State University.Google Scholar
Rice, R. J. 1962. The morphology of the Angus coastal lowlands. Scottish Geographical Magazine 78, 514.CrossRefGoogle Scholar
Ritchie, W. 1979. Beaches of Fife. Aberdeen: Department of Geography, University of Aberdeen.Google Scholar
Sissons, J. B., Smith, D. E. & Cullingford, R. A. 1966. Late-glacial and post-glacial shorelines in the southeast of Scotland. Transactions of the Institute of British Geographers 39, 918.CrossRefGoogle Scholar
Skovgaard, O., Johsson, I. G. & Bertelsen, J. A. 1975. Computation of wave heights due to refraction and friction. Journal of the Waterways, Harbour and Coastal Engineering Division, ASCE 101, 1531.CrossRefGoogle Scholar
Stapor, F. W. & May, J. P. 1983. The cellular nature of littoral drift along the Northeast Florida coast. Marine Geology 51, 217237.CrossRefGoogle Scholar
Tucker, M. J. 1956. A shipborne wave recorder. Transactions of the Institution of Naval Architects, London 98, 236250.Google Scholar
Vincent, C. E. 1979. Longshore sand transport rate-a simple model for the East Anglian coastline. Coastal Engineering 3, 113136.CrossRefGoogle Scholar
Whalin, R. W. 1972. Wave refraction in a convergence zone. Proceedings of the 13th Conference on Coastal Engineering, ASCE, 451–470.Google Scholar
Wilson, W. S. 1966. A method for calculating and plotting surface wave rays. Washington, D.C.: U.S. Army Corps of Engineers, Coastal Engineering Research Center, Technical Memo No. 17.Google Scholar
Wright, R. 1981. Beaches of Tayside. Aberdeen: Department of Geography, University of Aberdeen.Google Scholar