Concepts in sediment budgets

Journal of Coastal Research

Volumn 21, Issue 2, 2005, Pages 307-322

  Rosati, Julie Dean ^a  

^a U S ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Beaches; Computer program; Long Island; Maryland; New York; Ocean City Inlet; Regional scale; Sensitivity testing; Uncertainty

Indexed keywords

COASTAL ENGINEERING; SEDIMENT BUDGET; SEDIMENT TRANSPORT; SENSITIVITY ANALYSIS; UNCERTAINTY ANALYSIS;

LONG ISLAND [NEW YORK]; NEW YORK [UNITED STATES]; NORTH AMERICA; UNITED STATES; WESTERN HEMISPHERE; WORLD;

EID: 18044372051     PISSN: 07490208     EISSN: None     Source Type: Journal    
DOI: 10.2112/02-475A.1     Document Type: Review

References (32)

1. BASS, G.P.; FULFORD, E.T.; UNDERWOOD, S.G., and PARSON, L.E., 1994. Rehabilitation of the South Jetty, Ocean City, Maryland. Technical Report CERC-94-6, Coastal Engineering Research Center, Vicksburg, MS, 60p.
2. BLACK, K. and HEALY, T.R. 1983. Side-scan Sonar Survey, Northland Forestry Port Investigation. Northland Harbour Board, 88p.
3. BODGE, K.R., 1993. Gross Transport Effects at Inlets. Proceedings of the 6th Annual National Conference on Beach Preservation Technology (Tallahassee, FL, Florida Shore & Beach Preservation Association), pp. 112-127.
4. BODGE, K.R., 1999. Inlet Impacts and Families of Solutions for Inlet Sediment Budgets. Proceedings, Coastal Sediments '99, (Reston, VA, ASCE,) pp. 703-718.
5. BOWEN, A.J. and INMAN, D.L., 1966. Budget of Littoral Sand in the Vicinity of Point Arguello, California. U.S. Army Coastal Engineering Research Center, Technical Memorandum No. 19, 56p.
6. BYRNES, M.R.; LI, F., and BAKER, J.L., 2002. Quantifying Potential Measurement Errors Associated with Bathymetric Change Analysis. Coastal Engineering Technical Note IV-50, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS, 17p.
7. CALDWELL, J.M., 1966. Coastal Processes and Beach Erosion. Journal of the Society of Civil Engineers, 53 (2), 142-157.
8. CARR, E.E. and KRAUS, N.C., 2001. Morphologic Asymmetries at Entrances to Tidal Inlets. Coastal Engineering Technical Note IV-33, U.S. Army Engineer Waterways Experiment Station, Coastal and Hydraulics Laboratory, Vicksburg, MS, 16p.
9. DEAN, R.G. and PERLIN, M., 1977. Coastal Engineering Study of Ocean City Inlet, Maryland. Proceedings, Coastal Sediments '77 (Reston, VA, ASCE), pp. 520-540.
10. DEAN, R. G.; PERLIN, M., and DALLY, W., 1978. A Coastal Engineering Study of Shoaling in Ocean City Inlet. Prepared for U.S. Army Engineer District, Baltimore, under contract with the University of Delaware, Newark, DE, 135p.
11. DOLAN, T.J.; CASTENS, P.G.; SONU, C.J., and EGENSE, A.K., 1987. Review of Sediment Budget Methodology: Oceanside Littoral Cell, California. Proceedings, Coastal Sediments '87 (Reston, VA, ASCE), pp. 1289-1304.
12. INMAN, D.L. and FRAUTSCHY, J.D., 1966. Littoral Processes and the Development of Shorelines. Proceedings Coastal Engineering Specialty Conference (Reston, VA, ASCE), pp. 511-536.
13. JARRETT, J.T., 1977. Sediment Budget Analysis Wrightsville Beach to Kure Beach, N.C. Proceedings Coastal Sediments 77 (Reston, VA, ASCE), pp. 986-1005.
14. JARRETT, J.T., 1991. Coastal Sediment Budget Analysis Techniques. Proceedings Coastal Sediments '91 (Reston, VA, ASCE), pp. 2223-2233.
15. KANA, T. and STEVENS, F., 1992. Coastal Geomorphology and Sand Budgets Applied to Beach Nourishment. Proceedings Coastal Engineering Practice '92 (Reston, VA, ASCE), pp. 29-44.
16. KOMAR, P.D., 1996. The Budget of Littoral Sediments, Concepts and Applications. Shore and Beach, 64(3), 18-26.
17. KOMAR, P.D., 1998. Beach Processes and Sedimentation. Prentice-Hall, Inc., Simon & Schuster, Upper Saddle River, NJ, pp. 66-72.
18. KRAUS, N.C., 2000. Reservoir Model of Ebb-Tidal Shoal Evolution and Sand Bypassing. Journal of Waterway, Port, Coastal, and Ocean Engineering, 126(6), 305-313.
19. KRAUS, N.C. and HEILMAN, D.J., 1998. Comparison of Beach Profiles at a Seawall and Groins, Corpus Christi, Texas. Shore and Beach, 63(2), pp. 4-13.
20. KRAUS, N.C. and ROSATI, J.D., 1999a. Estimation of Uncertainty in Coastal-Sediment Budgets at Inlets. Coastal Engineering Technical Note CETN IV-16, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS, 12p.
21. KRAUS, N.C. and ROSATI, J.D., 1999b. Estimating Uncertainty in Coastal Inlet Sediment Budgets. Proceedings, 12th Annual National Conference on Beach Preservation Technology (Tallahassee, FL, Florida Shore & Beach Preservation Association), pp. 287-302.
22. ROSATI, J. D. and KRAUS, N.C., 1999c. Formulation of Sediment Budgets at Inlets. Coastal Engineering Technical Note CETN-IV-15, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS, 20p.
23. ROSATI, J.D. and KRAUS, N.C., 2001. Sediment Budget Analysis System: Upgrade for Regional Applications. Coastal and Hydraulics Engineering Technical Note CHETN-XIV-3, U.S. Engineer Research and Development Center, Vicksburg, MS, 13p.
24. SHALOWITZ, A.L., 1964. Shore and Sea Boundaries. Volume Two: Interpretation and Use of Coast and Geodetic Survey Data, Publication 10-1, US Department of Commerce, Coast and Geodetic Survey, 749p.
25. STAUBLE, D.K.; GARCIA, A.W.; KRAUS, N.C.; GROSSKOPF, W.G., and BASS, G.P., 1993. Beach Nourishment Project Response and Design Evaluation: Ocean City, Maryland. Report 1, 1988-1992. Technical Report CERC-93-13, USAE Waterways Experiment Station, Vicksburg, MS, 372p.
26. TAYLOR, J. R., 1997. An introduction to error analysis. 2nd ed., University Science Books, Sausolito, CA, 327p.
27. UMBACH, M.J., 1976. Hydrographic Manual - Fourth Edition. U.S. Department of Commerce, Rockville, MD, 400p.
28. UNDERWOOD, S.G. and HILAND, M.W., 1995. Historical development of Ocean City Inlet Ebb Shoal and its effect on Northern Assateague Island. Report prepared for the U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center, Vicksburg, MS, 130p.
29. U.S. ARMY CORPS OF ENGINEERS, 1957. Shore of New Jersey from Sandy Hook to Barnegat Inlet, Beach Erosion Control Study. Letter from the Secretary of the Army, House Document No. 361, 84th Congress, 2nd Session, U.S. Government Printing Office, Washington, DC.
30. U.S. ARMY CORPS OF ENGINEERS, 1958. Shore of New Jersey from Sandy Hook to Barnegat Inlet, Beach Erosion Control Study. Letter from the Secretary of the Army, House Document No. 362, 85th Congress, 2nd Session, U.S. Government Printing Office, Washington, DC.
31. U.S. ARMY ENGINEER DISTRICT, BALTIMORE, 1978. Ocean City, Maryland - Reconnaissance Report for Major Rehabilitation Program. Baltimore, MD.
32. WICKER, C.F., 1974. Report on Shoaling, Ocean City Inlet Maryland to Commercial Fish Harbor. Unpublished document, U.S. Army Engineer District, Baltimore, Baltimore, MD.