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Volumn 52, Issue 12, 2005, Pages 1155-1174

Field measurements of wave overtopping at the rubble mound breakwater of Rome-Ostia yacht harbour

Author keywords

Field data; Prototype measurements; Rubble mound breakwater; Wave overtopping

Indexed keywords

CALCULATIONS; COASTAL ENGINEERING; PORTS AND HARBORS; PRESSURE TRANSDUCERS; SEA LEVEL; WATER WAVES; YACHTS;

EID: 28644445724     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2005.07.001     Document Type: Article
Times cited : (49)

References (17)
  • 1
    • 11244280538 scopus 로고    scopus 로고
    • Wave overtopping of Seawalls
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    • Besley, P., 1999. Wave overtopping of Seawalls. Design and Assessment Manual. Hydraulics Research Wallingford. R&D Technical Report W178, ISBN 1 85705 069 X.
    • (1999) Design and Assessment Manual
    • Besley, P.1
  • 6
    • 0029216816 scopus 로고
    • Wave overtopping on vertical and composite breakwaters
    • B. Edge (Eds) ASCE NY Kobe, Japan, 23-28 October 1994
    • L. Franco M. De Gerloni J. Van Der Meer Wave overtopping on vertical and composite breakwaters in: B. Edge (Eds) Proc. 24th ICCE, Kobe, Japan, 23-28 October 1994 1994 ASCE NY 1030-1045
    • (1994) Proc. 24th ICCE , pp. 1030-1045
    • Franco, L.1    De Gerloni, M.2    Van Der Meer, J.3
  • 7
    • 28644448823 scopus 로고    scopus 로고
    • CLASH: Full Scale Measurements on the Zeebrugge Breakwater - 2nd Winter Season (CLA 127/418)
    • Belgium: Ghent University
    • J. Geeraerts C. Boone CLASH: Full Scale Measurements on the Zeebrugge Breakwater - 2nd Winter Season (CLA 127/418) 2004 Ghent University Belgium 71 pp.
    • (2004) , pp. 71
    • Geeraerts, J.1    Boone, C.2
  • 8
    • 84950341421 scopus 로고    scopus 로고
    • Wave overtopping at Ostia yacht harbour breakwater: Comparison between prototype and model tests in 2D and 3D
    • Lisbon, Portugal, 19-24 September 2004
    • J. Geeraerts P. Troch J. De Rouck M. Willems L. Franco G. Bellotti R. Briganti Wave overtopping at Ostia yacht harbour breakwater: Comparison between prototype and model tests in 2D and 3D Proc. 29th ICCE, Lisbon, Portugal, 19-24 September 2004 2004 4288-4300
    • (2004) Proc. 29th ICCE , pp. 4288-4300
    • Geeraerts, J.1    Troch, P.2    De Rouck, J.3    Willems, M.4    Franco, L.5    Bellotti, G.6    Briganti, R.7
  • 9
    • 0003748517 scopus 로고
    • Design of Seawalls Allowing for Wave Overtopping
    • Hydraulics Research, Wallingford, Report No. EX 924, UK
    • M.W. Owen Design of Seawalls Allowing for Wave Overtopping. Hydraulics Research, Wallingford, Report No. EX 924, UK 1980
    • (1980)
    • Owen, M.W.1
  • 11
    • 0033560564 scopus 로고    scopus 로고
    • A third-generation wave model for coastal regions: Part II. Verification
    • R.C. Ris N. Booij L.H. Holthuijsen A third-generation wave model for coastal regions: Part II. Verification Journal of Geophysical Research 104 C4 1999 7667-7682
    • (1999) Journal of Geophysical Research , vol.104 , Issue.C4 , pp. 7667-7682
    • Ris, R.C.1    Booij, N.2    Holthuijsen, L.H.3
  • 13
    • 28644432247 scopus 로고    scopus 로고
    • TAW, Dutch Technical Advisory Committee on Flood Defence. Technical Report on Wave Run-up and Wave overtopping at dikes. Delft, The Netherlands
    • TAW, 2004. Dutch Technical Advisory Committee on Flood Defence. Technical Report on Wave Run-up and Wave overtopping at dikes. Delft, The Netherlands.
    • (2004)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.