General methodology for inlet reservoir model analysis of sand management near tidal inlets

Coastal Dynamics 2005 - Proceedings of the Fifth Coastal Dynamics International Conference

Volumn , Issue , 2006, Pages

  Dabees, Mohamed A ^a   Kraus, Nicholas C ^b  

^a Humiston and Moore Engineers   (United States)

^b US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DATA REDUCTION; MATHEMATICAL MODELS; SEDIMENT TRANSPORT;

INLET RESERVOIR MODEL; INLET SHOAL SYSTEM;

SAND;

EID: 35448984605     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40855(214)107     Document Type: Conference Paper

References (16)

1. Cialone, M.A., and Stauble, D. K. 1998. Historical Findings on Ebb Shoal Mining. J. Coastal Res., 14(2), 537-563.
2. Cuffe, C. K. 1991. Development and stratigraphy of the ebb and flood deltas at Hurricane Pass, Pinellas County, Florida. Univ. South Florida, M.S. Thesis, Tampa, FL.
3. Davis, R. A., Cuffe, C. K., Kowalrine K. A., Shock, E.J. 2003. Stratigraphic models for micotidal deltas; examples from the Florida Gulf Coast. J. Marine Geology, Vol 200, 49-60
4. Dean, R. G., and O'Brien, M. P. 1987. Florida's west coast inlets shoreline effects and recommended action. Univ. of Florida, COEL 87/018, Gainesville, FL, 100 p.
5. Dabees, M.A., and Kraus, N.C. 2004. Evaluation of Ebb-Tidal Shoals as a Sand Source for Beach Nourishment: General Methodology with Reservoir Model Analysis. Proc. 17th National Conf. on Beach Preservation Technology, CD-ROM, FSBPA, Tallahassee, FL, 21pp.
6. Kamphuis, J.W. 1991. Alongshore Sediment Transport Rate. JWPCOE, 117, 624-640.
7. Kraus, N.C. 2000a. Reservoir Model of Ebb-tidal Shoal Evolution and Sand Bypassing, J. Waterway, Port, Coastal and Ocean Eng., 126(6), 305-313.
8. Kraus, N.C. 2000b. Prediction of Ebb-Shoal Evolution and Sand Bypassing. Proc. 13th Annual National Conf. on Beach Preservation Technology, FSBPA Tallahassee, FL, 268-280.
9. Kraus, N.C. 2002. Reservoir Model for Calculating Natural Sand Bypassing and Change in Volume of Ebbtidal Shoals, Parti: Description. ERFC/CHL CHETN-IV-39, U.S. Army Engineer Res. and Develop. Center, Vicksburg, MS.
10. Kraus, N.C., Zarillo, G.A., and Tavolaro, J.F. 2003. Hypothetical Relocation of Fire Island Inlet, New York. Proc. Coastal Sediments '03, CD-ROM, World Scientific Press and East Meets West Productions, Corpus Christi, TXISBN-981-238-422-7, 14 pp.
11. Luettich,R.A., Westerink, J.J., and Scheffner, N.W. 1991. ADCIRC: An Advanced Three-dimensional Circulation Model for Shelves, Coasts, and Estuaries; Report 1: Theory and Methodology of ADCIRC-2DDI and 3DL. TR DRP-92-6, USAE Waterways Experiment. Station, Vicksburg, MS.
12. Mehta, A.J., Dombrowski, M.R., and Devine, P.T. 1996. Role of Waves in Inlet Ebb Delta Growth and Some Research Needs Related to Site Selection. J. Coastal Res., SI 23, 121-136.
13. 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 Interim Project, New York. TR CHL TR-98-32, U.S. Army Research and Development Center, Vicksburg, MS.
14. Mukai, A.Y, Westerink, J.J., and R.A. Luettich, R.A. 2002. Guidelines for Using the East coast 2001 Database of Tidal Constituents within the Western North Atlantic Ocean, Gulf of Mexico and Caribbean Sea. CHETN IV-40, U.S. Army Engineer Res. and Develop. Center, Vicksburg, MS.
15. U.S.Army Corps of Engineers, 1984. Detailed Project Report for Small Boat Navigation Improvements at Dunedin and Hurricane Passes, Pinellas County, Florida. U.S. Army Engineer District, Jacksonville., Jacksonville, FL.
16. Zarillo, G.A., Kraus, N.C., and Hoeke, R.K. 2003. Morphologic Analysis of Sebastian Inlet, Florida: Enhancements to the Tidal Inlet Reservoir Model. Proc .Coastal Sediments '03, CD-ROM, World Sci. Press and East Meets West Productions, Corpus Christi, TX ISBN-981-238-422-7, 14 p.