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N. C. Kraus
References
Arden, H. T. (2003). South jetty breach fill at Grays Harbor, Washington, Doing the right thing
with dredged material, Shore & Beach 71, 1, pp. 35.
Basco, D. R. and Shin, C. S. (1999). A one-dimensional numerical model for storm-breaching of
barrier islands, J. Coastal Res. 15, 1, pp. 241260.
Byrne, R. J., Gammish, R. A. and Thomas, G. R. (1980). Tidal prism-inlet area relations for small
tidal inlets, Proc. 17th Coastal Eng. Conf., ASCE, pp. 2,5172,533.
Czerniak, M. T. (1977). Inlet interaction and stability theory verification, Proc. Coastal Sediments
'77, ASCE, pp. 754773.
De Looff, H., Steetzel, H. J. and Kraak, A. W. (1996). Breach growth: Experiments and modelling,
Proc. 25th Coastal Eng. Conf., ASCE, pp. 2,7462,755.
Dent, E. J. (1935). Establishing a permanent inlet at Ocean City, Maryland, Shore and Beach 3,
3, pp. 8994.
Graham, D. S. and Mehta, A. J. (1981). Burial design criteria for tidal flow crossing, Trans. Eng.
J. 107, TE2, pp. 227242.
Greenwood, B. and Keay, P. A. (1979). Morphology and dynamics of a barrier breach: A study in
instability, Canadian J. Earth Sciences 16, 8, pp. 1, 5331, 546.
Hayes, M. O. (1967). Hurricanes as geological agents, south Texas coast, American Assoc. Petroleum
Geologists Bull. 51: 937942.
Jarrett, J. T. (1976). Tidal prism-inlet area relationships, GITI Report 3, US Army Corps of
Engineers, Waterways Experiment Station, Vicksburg, MS.
Kraak, A. W., Bakker, W. T., van de Graaff, J., Steetzel, H. J. and Visser, P. J. (1994). Breach-
growth research programme and its place in damage assessment for a polder, Proc. 24th
Coastal Eng. Conf., ASCE, pp. 2,1972,206.
Kraus, N. C. (2001). On equilibrium properties in predictive modeling of coastal morphology change,
Proc. Coastal Dynamics 01, ASCE, pp. 115.
Kraus, N. C., Militello, A. and Todoroff, G. (2002). Barrier breaching processes and barrier spit
breach, Stone Lagoon, California, Shore & Beach 70, 4, pp. 2128.
Kraus, N. C. and Wamsley, T. V. (2003). Coastal barrier breaching, Part 1: Overview of breaching
processes, ERDC/CHL CHETN IV-56, US Army Engineer Research and Development Center,
Vicksburg, MS, http://chl.wes.army.mil/library/publications/chetn.
Larson, M., and Kraus, N. C. (1989). SBEACH: Numerical model for simulating storm-induced
beach change, Report 1: Empirical foundation and model development, Technical Report
CERC-89-9, US Army Engineer Waterways Experiment Station, Vicksburg, MS.
Larson, M., Kraus, N. C., and Byrnes, M. R. (1990). SBEACH: Numerical model for simulating
storm-induced beach change, Report 2: Numerical formulation and model tests, Technical
Report CERC-89-9, US Army Engineer Waterways Experiment Station, Vicksburg, MS.
Leatherman, S. P. (ed). (1981). Overwash Processes, Benchmark Papers in Geology, Hutchison Ross
Pub. Co., Stroudsberg, PA, 58, 376 pp.
Mehta, A. J. (1976). Stability of some New Zealand coastal inlets, Letter to the Editor, NZJ. Marine
and Freshwater Res. 10, 4, pp. 737740.
Nishimura, J. K. and Lau, L. S. (1979). Structure for automatic opening of closed stream mouths,
Shore & Beach 47, 4, pp. 38.
Pierce, J. W. (1970). Tidal inlets and washover fans, J. Geol. 78: 230234.
Price, W. A. (1963). Patterns of flow and channeling in tidal inlets, J. Sedimentary Petrology 33:
pp. 279290.
Rice, M. P. (1974). Closure conditions mouth of the Russian River, Shore and Beach 42, 1,
pp. 1520.
Schmeltz, E. J., Sorensen, R. M., McCarthy, M. J. and Nersesian, G. (1982). Beach/inlet interaction
at Moriches Inlet, Proc. 18th Coastal Eng. Conf., ASCE, pp. 1,0621,077.
Seabergh, W. C. (1999). Inner-bank erosion at jetty-shoreline intersection, Proc. Coastal Sediments
'99, ASCE, pp. 22352248.