메뉴 건너뛰기




Volumn , Issue , 2007, Pages 922-933

Bore-driven swash on beaches: Numerical modeling and large-scale laboratory experiments

Author keywords

[No Author keywords available]

Indexed keywords

BEACHES; COASTAL ENGINEERING; HYDRODYNAMICS; NUMERICAL MODELS; SHEAR STRESS; VELOCITY;

EID: 84873033120     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812709554_0079     Document Type: Conference Paper
Times cited : (4)

References (10)
  • 3
    • 0003951845 scopus 로고
    • Prentice-Hall, Englewood Cliffs, New Jersey
    • Wiegel, R.L. 1965. Oceanographical Engineering, Prentice-Hall, Englewood Cliffs, New Jersey, 531 pp.
    • (1965) Oceanographical Engineering , pp. 531
    • Wiegel, R.L.1
  • 6
    • 0018654987 scopus 로고
    • Surf and run-up on a beach: A uniform bore
    • Hibberd, S. and Peregrine, D.H. 1979. Surf and run-up on a beach: a uniform bore, J. Fluid Mechanics, 95, 323-345.
    • (1979) J. Fluid Mechanics , vol.95 , pp. 323-345
    • Hibberd, S.1    Peregrine, D.H.2
  • 8
    • 33749995376 scopus 로고    scopus 로고
    • Measurement and modelling of gravel beach groundwater response to wave runup
    • ASCE, CD-ROM World Scientific Publishing Corp. and East Meets West Productions, Corpus Christi, Texas, USA, ISBN 981-238-
    • Horn, D., Li, L. and Holmes, P. 2003. Measurement and modelling of gravel beach groundwater response to wave runup, Proceedings of Coastal Sediments '03, ASCE, CD-ROM World Scientific Publishing Corp. and East Meets West Productions, Corpus Christi, Texas, USA, ISBN 981-238- 422-7, 11pp.
    • (2003) Proceedings of Coastal Sediments ' 03 , pp. 422-427
    • Horn, D.1    Li, L.2    Holmes, P.3
  • 9
    • 0035340468 scopus 로고    scopus 로고
    • Turbulence experiments in the swash zone
    • Petti, M. and Longo, S. 2001. Turbulence experiments in the swash zone, Coastal Engineering, 43: 1-24.
    • (2001) Coastal Engineering , vol.43 , pp. 1-24
    • Petti, M.1    Longo, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.