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Volumn , Issue , 2009, Pages 951-957

Estimation of wave breaking in gravel beach using artificial neural network

Author keywords

[No Author keywords available]

Indexed keywords

ALTERNATIVE METHODS; ARTIFICIAL NEURAL NETWORK; ARTIFICIAL NEURAL NETWORK MODELS; BREAKING POINT; BREAKING WAVES; DEEP WATER; EMPIRICAL EQUATIONS; EMPIRICAL FORMULAS; FEED FORWARD; GROUND WATER TABLE; SANDY BEACH; SEA BED; WATER DEPTH; WAVE PERIOD; WAVEBREAKING;

EID: 74549161816     PISSN: 10986189     EISSN: 15551792     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (11)
  • 2
    • 0037409019 scopus 로고    scopus 로고
    • Prediction of breaking waves with neural networks
    • Deo, M.C., Jagdale, S.S. (2003) : Prediction of breaking waves with neural networks, Ocean Engineering, Vol.30, pp.1163-1178.
    • (2003) Ocean Engineering , vol.30 , pp. 1163-1178
    • Deo, M.C.1    Jagdale, S.S.2
  • 4
    • 58449107819 scopus 로고    scopus 로고
    • Reanalysis of breaking wave statistics for engineering applications
    • Goda, Y. (2007) : Reanalysis of breaking wave statistics for engineering applications, Annual Journal of Coastal Engineering, JSCE, Vol.54, pp.81-85.
    • (2007) Annual Journal of Coastal Engineering, JSCE , vol.54 , pp. 81-85
    • Goda, Y.1
  • 5
    • 0025920150 scopus 로고
    • Incipient wave breaking
    • Kamphuis, J.W. (1991) : Incipient wave breaking, Coastal Engineering, Vol.15, pp.185-203.
    • (1991) Coastal Engineering , vol.15 , pp. 185-203
    • Kamphuis, J.W.1
  • 6
    • 33846650362 scopus 로고    scopus 로고
    • The effect of groundwater on topographic changes in a gravel beach
    • Lee, K.-H., Mizutani, N., Hur, D.-S., Kamiya, A. (2007) : The effect of groundwater on topographic changes in a gravel beach, Ocean Engineering, Vol.34, pp.605-615.
    • (2007) Ocean Engineering , vol.34 , pp. 605-615
    • Lee, K.-H.1    Mizutani, N.2    Hur, D.-S.3    Kamiya, A.4
  • 7
    • 33846296265 scopus 로고    scopus 로고
    • A simple method to determine breaking height and depth for different wave height/length ratios and floor slope
    • Le Roux, J.P: A simple method to determine breaking height and depth for different wave height/length ratios and floor slope, Coastal Engineering, Vol.54, pp.271-277, 2001.
    • (2001) Coastal Engineering , vol.54 , pp. 271-277
    • Le Roux, J.P.1
  • 8
    • 33750455827 scopus 로고    scopus 로고
    • Breaking wave formulas for breaking depth and orbital to phase velocity ratio
    • Rattanapitikon, W., Shibayama, T. (2006) : Breaking wave formulas for breaking depth and orbital to phase velocity ratio, Coastal Engineering Journal, JSCE48, pp.395-416.
    • (2006) Coastal Engineering Journal , vol.JSCE48 , pp. 395-416
    • Rattanapitikon, W.1    Shibayama, T.2
  • 11
    • 74549209144 scopus 로고
    • Laboratory study on macrofeatures of wave breaking over bars and artificial reefs, Technical Report CERC-90-12, WES, U.S. Army Corps of Engineers, 232 p
    • Smith, E. R., Kraus, N. C. (1990) : Laboratory study on macrofeatures of wave breaking over bars and artificial reefs, Technical Report CERC-90-12, WES, U.S. Army Corps of Engineers, 232 p.
    • (1990)
    • Smith, E.R.1    Kraus, N.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.