64
F.S. Buonaiuto, N.C. Kraus / Coastal Engineering 48 (2003) 5165
stability of estuary channels in The Netherlands. Proc. 22nd
Acknowledgements
Coastal Eng. Conf., ASCE, 2922 2935.
Gibeaut, J.C., Davis Jr., R.A., 1993. Statistical geomorphic classi-
This work was made possible through assistance
fication of ebb-tidal deltas along the west-central Florida coast.
of Mses. Jennifer Irish and Jennifer McClung of the
J. Coastal Res., Spec. Issue 18, 165 184.
Joint Airborne Lidar Bathymetry Technical Center of
Hayes, M.O., 1979. Barrier island morphology as a function of tidal
and wave regime. In: Leatherman, S.P. (Ed.), Barrier Islands
Expertise, US Army Corps of Engineers (USACE),
form the Gulf of St. Lawrence to the Gulf of Mexico. Academic,
Mobile District (http://www.shoals.sam.usace.army.
New York, pp. 1 27.
mil) in providing the SHOALS data. This paper
Hayes, M.O., 1991. Geomorphology and sedimentation patterns of
benefited from reviews by Dr. Duncan FitzGerald,
tidal inlets: a review. Proc. Coastal Sediments '91, ASCE,
Dr. Donald Stauble, and Ms. Shelley Johnston. This
1343 1355.
Hume, T.M., Herdendorf, C.E., 1990. Morphologic and hydro-
paper was prepared as an activity of the Inlet
logic characteristics of tidal inlets on a headland dominated,
Geomorphology and Channels Work Unit, Coastal
low littoral drift coast, Northeastern New Zealand. Proc. Ska-
Inlets Research Program, USACE. Permission was
gen Symposium (2 5 Sept. 1990). J. Coastal Res., Spec. Issue
granted by the Chief of Engineers, USACE, to
9, 527 563.
publish this information.
Jarrett, J.T., 1976. Tidal prism-inlet area relationships. GITI Report,
vol. 3. US Army Corps of Engineers, Waterways Experiment
Station, Vicksburg, MS.
Johnson, J.W., 1972. Tidal inlets on the California, Oregon, and
References
Washington coasts. Tech. Rep. HEL 24-12, Hydraulic Eng.
Lab., Univ. of Calif. at Berkeley, Berkeley, CA.
Bruun, P., Gerritsen, F., 1959. Natural bypassing of sand at coastal
Jones, C.P., Mehta, A.J, 1978. Ponce de Leon: glossary of inlets,
inlets. J. Waterw. Harb. Div., ASCE 85 (4), 75 107.
Report No. 6. Florida Sea Grant College Report Number 23,
Bruun, P., Gerritsen, F., 1960. Stability of Tidal Inlets. North Hol-
UFL/COEL-78/014, U. of Florida, Coastal and Oceanographic
land, Amsterdam. 123 pp.
Eng. Dept. Univ. of Florida, Gainesville, FL. 58 pp.
Carr de Betts, E.E., Mehta, A.J., 2001. An assessment of inlet
Kragtwijk, N.G., 2001. Aggregated scale modeling of tidal inlets of
flood deltas in Florida. Proc. Coastal Dynamics 01, ASCE,
the Wadden Sea: Morphological response to the closure of the
252 262.
Zuiderzee. M.Sc. thesis, Delft Univ. of Technol., Delft, The
De Vriend, H.J., 1996. Mathematical modeling of meso-tidal barrier
Netherlands.
island coasts, Part I: empirical and semi-empirical models. In:
Kraus, N.C., 1998. Inlet cross-sectional area calculated by proc-
Liu, P.L.-F. (Ed.), Adv. Coast. Ocean Eng., vol. 2. World Sci-
ess-based model. Proc. 26th Coastal Eng. Conf., ASCE,
entific, River Edge, NJ, pp. 115 149.
3265 3278.
Dombrowski, M.R., 1994. Ebb tidal delta evolution and navigabil-
Kraus, N.C., 2000. Reservoir model of ebb-tidal shoal evolution
ity in the vicinity of coastal inlets. UFL/COEL-94/010, Coastal
and sand bypassing. J. Waterw., Port, Coastal, Ocean Eng. 126
and Oceanographic Eng. Dept., Univ. of Florida, Gainesville,
(3), 305 313.
FL. 96 pp.
Larson, M., Kraus, N.C., 1989. SBEACH: numerical model for
Escoffier, F.F., 1940. The stability of tidal inlets. Shore Beach 8 (4),
simulating storm-induced beach change. Report 1: empirical
114 115.
foundation and model development. Tech. Rep. CERC-89-9,
Escoffier, F.F., 1977. Hydraulics and stability of tidal inlets. GITI
U.S. Army Engineer Waterways Experiment Station, Coastal
Rep., vol. 13. US Army Corps of Engineers, Coastal Eng. Res.
Eng. Res. Center, Vicksburg, MS.
Center, Vicksburg, MS.
LeConte, L.J., 1905. Discussion on river and harbor outlets, ``Notes
Eysink, W.D., 1990. Morphologic response of tidal basin to
on the improvement of river and harbor outlets in the United
changes. Proc. 22nd Coastal Eng. Conf., ASCE, 1948 1961.
States,'' Paper No. 1009, by D.A. Watts, Trans. ASCE 55,
FitzGerald, D.M., 1996. Geomorphic variability and morphologic
306 308.
and sedimentologic controls on tidal inlets. J. Coast. Res., Spec.
Marino, J.N., Mehta, A.J., 1987. Inlet ebb shoals related to coast-
Issue 23, 47 71.
al parameters. Proc. Coastal Sediments '87, ASCE, 1608
FitzGerald, D.M., FitzGerald, S.A., 1977. Factors influencing
1623.
tidal inlet geometry. Proc. Coastal Sediments '77, ASCE,
McClung, J.K., Douglass, S.L., 1999. Observing changes in an ebb-
563 581.
tidal shoal. Proc. Coastal Sediments '99, 734 749.
Floyd, C.D., 1968. River mouth training in New South Wales. Proc.
Morang, A., 1999. Shinnecock Inlet, New York, Site Investigation
11th Coastal Eng., Conf., ASCE, 1267 1281.
Report 1: Morphology and historical behavior, Tech. Rep. CHL-
Floyd, C.D., Druery, B.M., 1976. Results of river mouth training on
98-32, U.S. Army Engineer Waterways Experiment Station,
the Clarence Bar, New South Wales, Australia. Proc. 15th
Coastal Eng. Res. Center, Vicksburg, MS.
Coastal Eng. Conf., ASCE, 1738 1755.
O'Brien, M.P., 1931. Estuary and tidal prisms related to entrance
Gerritsen, F., de Jong, H., Langerak, A., 1990. Cross-sectional
areas. Civil Eng. 1 (8), 738 739.