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Volumn , Issue , 2007, Pages

Sediment transport off northeast florida outside the surf zone during hurricanes

Author keywords

[No Author keywords available]

Indexed keywords

BATHYMETRY; COASTAL ZONES; EROSION; HURRICANE EFFECTS; WATER LEVELS;

EID: 34548559597     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40926(239)12     Document Type: Conference Paper
Times cited : (2)

References (19)
  • 1
    • 0015571299 scopus 로고
    • Sediment transport: New approach and analysis
    • Ackers, P. and White, W.R. (1973). "Sediment transport: new approach and analysis," Journal of Hydraulics Division 99(HY11), 2041-2060.
    • (1973) Journal of Hydraulics Division , vol.99 , Issue.HY11 , pp. 2041-2060
    • Ackers, P.1    White, W.R.2
  • 9
    • 0018691640 scopus 로고
    • Uses for a calculated limit depth to beach erosion
    • American Society of Civil Engineers
    • Hallermeier, R. J. (1978). "Uses for a calculated limit depth to beach erosion," Proceedings, 16th Coastal Engineering Conference, American Society of Civil Engineers, 1493-1512.
    • (1978) Proceedings, 16th Coastal Engineering Conference , pp. 1493-1512
    • Hallermeier, R.J.1
  • 10
    • 0019392598 scopus 로고
    • A profile zonation for seasonal sand beaches from wave climate
    • Hallermeier, R. J. (1981). "A profile zonation for seasonal sand beaches from wave climate," Coastal Engineering 4, 253-277.
    • (1981) Coastal Engineering , vol.4 , pp. 253-277
    • Hallermeier, R.J.1
  • 11
    • 34548559688 scopus 로고    scopus 로고
    • Coastal Engineering Technical Note CETN-II-40, U.S. Army Engineer Waterways Experiment Station, Coastal and Hydraulics Laboratory, Vicksburg, MS
    • Kraus, N. C., Larson, M, and Wise, R. A. (1998). "Depth of closure in beach-fill design," Coastal Engineering Technical Note CETN-II-40, U.S. Army Engineer Waterways Experiment Station, Coastal and Hydraulics Laboratory, Vicksburg, MS.
    • (1998) Depth of closure in beach-fill design
    • Kraus, N.C.1    Larson, M.2    Wise, R.A.3
  • 13
    • 34548585973 scopus 로고    scopus 로고
    • Volusia County Erosion Assessment Study for Shorelines South of Ponce DeLeon Inlet to Canaveral National Seashore
    • Inc, FL, December
    • Taylor Engineering, Inc. (2003). "Volusia County Erosion Assessment Study for Shorelines South of Ponce DeLeon Inlet to Canaveral National Seashore," Engineering report prepared by Taylor Engineering for Volusia County, FL, December 2003.
    • (2003) Engineering report prepared by Taylor Engineering for Volusia County
    • Engineering, T.1
  • 15
    • 34548564693 scopus 로고    scopus 로고
    • Taylor, R.B. and Yanez, M.A. 1994. Ponce DeLeon Inlet Management Plan. Taylor Engineering, Inc. Jacksonville, FL.
    • Taylor, R.B. and Yanez, M.A. 1994. Ponce DeLeon Inlet Management Plan. Taylor Engineering, Inc. Jacksonville, FL.
  • 16
    • 34548581134 scopus 로고
    • United States Army Corps of Engineers USACE, Jacksonville District, Jacksonville, FL
    • United States Army Corps of Engineers (USACE). (1982). Section 14 Study, Bethune Beach, Volusia County, Florida. Jacksonville District, Jacksonville, FL.
    • (1982) Section 14 Study, Bethune Beach, Volusia County, Florida
  • 18
    • 34548545384 scopus 로고    scopus 로고
    • USACE. (2005). Project Information Report, Rehabilitation Effort for the Ft. Pierce, Florida, Hurricane/Shore Protection Project, U.S. Army Corps of Engineers, Jacksonville District. Jacksonville, FL.
    • USACE. (2005). "Project Information Report, Rehabilitation Effort for the Ft. Pierce, Florida, Hurricane/Shore Protection Project," U.S. Army Corps of Engineers, Jacksonville District. Jacksonville, FL.
  • 19
    • 34548589250 scopus 로고    scopus 로고
    • Willis.D.H. (1979). Sediment Load under Waves and Currents, National Research Council Canada, Ottawa, Canada.
    • Willis.D.H. (1979). "Sediment Load under Waves and Currents," National Research Council Canada, Ottawa, Canada.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.