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Volumn 22, Issue 3, 2006, Pages 728-736

A new shape function for bar-type beach profiles

Author keywords

Continuous equation; Nonlinear regression analysis; Storm beach profiles

Indexed keywords

BEACH; LABORATORY METHOD; REGRESSION ANALYSIS;

EID: 33646723547     PISSN: 07490208     EISSN: 15515036     Source Type: Journal    
DOI: 10.2112/04-0340.1     Document Type: Article
Times cited : (22)

References (20)
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  • 2
    • 0003684908 scopus 로고
    • Technical Memorandum No. 44, Beach Erosion Board, US Army Corps of Engineers, Washington, DC, 79p.
    • BRUUN, P., 1954. Coastal erosion and development of beach profiles. Technical Memorandum No. 44, Beach Erosion Board, US Army Corps of Engineers, Washington, DC, 79p.
    • (1954) Coastal Erosion and Development of Beach Profiles
    • Bruun, P.1
  • 3
    • 0003414468 scopus 로고
    • Equilibrium beach profiles: U.S. Atlantic and Gulf coasts
    • Newark, Delaware: Department of Civil Engineering, University of Delaware, 45p.
    • DEAN, R.G., 1977. Equilibrium beach profiles: U.S. Atlantic and Gulf coasts. Ocean Engineering Technical Report No. 12, Newark, Delaware: Department of Civil Engineering, University of Delaware, 45p.
    • (1977) Ocean Engineering Technical Report No. 12
    • Dean, R.G.1
  • 4
    • 0002783607 scopus 로고
    • Development of the profile of equilibrium of the subaqueous shore terrace
    • FENNEMAN, N.M., 1902. Development of the profile of equilibrium of the subaqueous shore terrace. Journal of Geology, 10, 1-32.
    • (1902) Journal of Geology , vol.10 , pp. 1-32
    • Fenneman, N.M.1
  • 5
    • 0030871007 scopus 로고    scopus 로고
    • Geometric characteristics of storm beach profiles
    • Hsu, T.W. and WANG, H., 1997. Geometric characteristics of storm beach profiles. Journal of Coastal Research, 13, 1102-1110.
    • (1997) Journal of Coastal Research , vol.13 , pp. 1102-1110
    • Hsu, T.W.1    Wang, H.2
  • 12
    • 0003603894 scopus 로고
    • Technical Report CERC-88-6, Vicksburg, Mississippi: Coastal Engineering Research Center, US Army Corps of Engineers, Waterways Experiment Station, 39p.
    • KRAUS, N.C. and LARSON, M., 1988. Beach profile change measured in the tank for large waves, 1956-1957 and 1962. Technical Report CERC-88-6, Vicksburg, Mississippi: Coastal Engineering Research Center, US Army Corps of Engineers, Waterways Experiment Station, 39p.
    • (1988) Beach Profile Change Measured in the Tank for Large Waves, 1956-1957 and 1962
    • Kraus, N.C.1    Larson, M.2
  • 14
    • 0032860763 scopus 로고    scopus 로고
    • Equilibrium beach profiles under breaking and non-breaking waves
    • LARSON, M.; KRAUS, N.C., and Wise, R.A., 1999. Equilibrium beach profiles under breaking and non-breaking waves. Coastal Engineering, 36, 59-85.
    • (1999) Coastal Engineering , vol.36 , pp. 59-85
    • Larson, M.1    Kraus, N.C.2    Wise, R.A.3
  • 17
  • 19
    • 0031858411 scopus 로고    scopus 로고
    • A beach profile model for a barred coast-case study from Sand Key, west-central Florida
    • WANG, P. and DAVIS, R.A., JR., 1998. A beach profile model for a barred coast-case study from Sand Key, west-central Florida. Journal of Coastal Research, 14, 981-991.
    • (1998) Journal of Coastal Research , vol.14 , pp. 981-991
    • Wang, P.1    Davis Jr., R.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.