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King, D. B., Smith, J. M., Militello, A., Stauble, D. K. and Waller, T. N. (1999). Ponce DeLeon
Inlet, Florida site, Technical Report CHL-99-1, US Army Engineer Research and Development
Center, Vicksburg, MS.
Kraus, N. C. (2000a). Reservoir model of ebb-tidal shoal evolution and sand bypassing, J. Waterway,
Port, Coastal, and Ocean Eng. 126, 3, pp. 305313.
. (2000b). Prediction of ebb-shoal evolution and sand bypassing, Proc. 13th Annual Na-
tional Conference on Beach Preservation Technology, Florida Shore and Beach Preservation
Association, Tallahassee, FL, pp. 268280.
. (2001). On equilibrium properties in predictive modeling of coastal morphology change,
Proc. Coastal Dynamics 01, ASCE, 115.
. (2002). Reservoir Model for calculating natural sand bypassing and change in volume
of ebb-tidal shoals, Part I: Description, coastal and hydraulics engineering, Technical Note
ERDC/CHL CHETN-IV-39, US Army Engineer Research and Development Center, Vicks-
burg, MS.
Kraus, N. C. and Arden, H. T., (eds.) (2003). North jetty performance and entrance navigation
channel maintenance, Grays Harbor, Washington, Technical Report ERDC/CHL TR-03-12,
US Army Engineer Research and Development Center, Vicksburg, MS.
Kraus, N. C., Lin, L. and Barcak, R. G. (2003). Alternatives for reducing shoaling at the mouth of
the Colorado River Navigation Channel, Texas, Proc. Dredging '02, ASCE, in press.
Lin, L., Kraus, N. C. and Barcak, R. G. (2002). Predicting hydrodynamics of a proposed Multiple-
Inlet System, Colorado River, Texas, Proc. Coastal and Estuarine Modeling Conference '02,
ASCE, 837851.
Militello, A. and Kraus, N. C. (2001). Shinnecock Inlet, New York, site investigation, Report 4:
Evaluation of flood and ebb shoal sediment source alternatives for the West of Shinnecock In-
terim Project, New York, Technical Report CHL TR-98-32, Coastal Inlets Research Program,
US Army Engineer Research and Development Center, Vicksburg, MS.
Perry, F. C., Seabergh, W. C. and Lane, E. F. (1978), Improvements for Murrells Inlet SC, Technical
Report H-78-4, US Army Engineer Research and Development Center, Vicksburg, MS.
Pollock, C. E., McGehee, D., Neihaus, R. W., Jr., Chesser, S. A. and Livingston, C. (1995).
Effectiveness of spur jetties at Siuslaw River, Oregon: Report 1, Prototype monitoring study,
Technical Report CERC-95-14, Coastal Engineering Research Center, US Army Corps of
Engineers Waterways Experiment Station, Vicksburg, MS.
Richardson, T. W. (1991). Sand bypassing, Handbook of Coastal and Ocean Engineering, ed. J. B.
Herbich, Gulf Pub. Co., Houston, TX, 2, Chap. 16, pp. 829866.
Sargent, F. E. (1988). Case histories of Corps breakwater and jetty structures, Report 2: South
Atlantic Division, Technical Report REMR-CO-3, US Army Engineer Research and Devel-
opment Center, Vicksburg, MS.
Sargent, F. E., and Bottin, R. R. (1989). Case histories of Corps breakwater and jetty structures, Re-
port 9: Southwestern Division, Technical Report REMR-CO-3, US Army Engineer Research
and Development Center, Vicksburg, MS.
Seabergh, W. C. (1976). Improvements for Masonboro Inlet, North Carolina, Technical Report HL-
76-4, Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicks-
burg, MS.
. (1983). Weir jetty performance, hydraulics and sedimentary considerations, Technical Re-
port HL-83-5, US Army Engineer Research and Development Center, Vicksburg, MS.
. (1999). Physical model for coastal inlet entrance studies, Coastal Engineering Technical
Note CETN IV-19, US Army Engineer Research and Development Center, Vicksburg, MS.
Seabergh, W. C. and Lane, E. F. (1977). Improvements for Little River Inlet, South Carolina,
Technical Report HL-77-21, US Army Engineer Research and Development Center, Vicksburg,
MS.
Stauble, D. K, Vemulakonda, S. R., Scheffner, N. W., Mark, D. J. and Kraus, N. C. (1999). Post-jetty
inlet shoal evolution, Ponce de Leon, Florida, The CERCular, US Army Engineer Research
and Development Center, Vicksburg, MS, pp. 46.