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Volumn 51, Issue 7, 2004, Pages 609-628

Full-scale wave-overtopping measurements on the Zeebrugge rubble mound breakwater

Author keywords

Comparison with prediction formulae; Crest freeboard; Field data; Measurement methods; Rubble mound breakwater; Surface roughness; Wave overtopping

Indexed keywords

CALCULATIONS; FLOW CONTROL; SENSORS; SURFACE ROUGHNESS; WATER TANKS; WATER WAVES; WAVE PROPAGATION;

EID: 13944258568     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2004.06.004     Document Type: Article
Times cited : (37)

References (35)
  • 2
    • 0024170669 scopus 로고
    • Wave overtopping on rubble mound breakwaters
    • Malaga, Spain ASCE New York
    • P. Aminti L. Franco Wave overtopping on rubble mound breakwaters Proc. 21st ICCE, Malaga, Spain 1988 ASCE New York 770-781
    • (1988) Proc. 21st ICCE , pp. 770-781
    • Aminti, P.1    Franco, L.2
  • 3
    • 0027037728 scopus 로고
    • Effects of sea level rise on bays and estuaries
    • ASCE Task Committee on Sea Level Rise and Its Effects on Bays and Estuaries
    • ASCE Task Committee on Sea Level Rise and Its Effects on Bays and Estuaries Effects of sea level rise on bays and estuaries ASCE Journal of Hydraulic Engineering 118 1 1992 1-10
    • (1992) ASCE Journal of Hydraulic Engineering , vol.118 , Issue.1 , pp. 1-10
  • 4
    • 11244280538 scopus 로고    scopus 로고
    • Wave overtopping of Seawalls
    • Hydraulics Research Wallingford. R&D Technical Report W178, ISBN 1 85705 069 X
    • 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
    • 33847498770 scopus 로고
    • Has the Northeast Atlantic become rougher?
    • D.J.T. Carter L. Draper Has the Northeast Atlantic become rougher? Nature 332 6164 1988 494
    • (1988) Nature , vol.332 , Issue.6164 , pp. 494
    • Carter, D.J.T.1    Draper, L.2
  • 7
    • 0011015037 scopus 로고    scopus 로고
    • CEM Vicksburg, USA: Coastal Engineering Research Center, Waterways Experiment Station, US Army Corps of Engineers
    • CEM Coastal Engineering Manual 2003 Coastal Engineering Research Center, Waterways Experiment Station, US Army Corps of Engineers Vicksburg, USA
    • (2003) Coastal Engineering Manual
  • 8
    • 0000812904 scopus 로고
    • Wave run-up and overtopping on coastal structures
    • Venice, Italy ASCE New York
    • J.P. de Waal J.W. van der Meer Wave run-up and overtopping on coastal structures Proc. 23rd ICCE, Venice, Italy 1992 ASCE New York 1758-1771
    • (1992) Proc. 23rd ICCE , pp. 1758-1771
    • de Waal, J.P.1    van der Meer, J.W.2
  • 10
    • 0029216816 scopus 로고
    • Wave overtopping on vertical and composite breakwaters
    • B. Edge (Eds.) Kobe, Japan ASCE New York
    • L. Franco M. De Gerloni J.W. van der Meer Wave overtopping on vertical and composite breakwaters In: B. Edge (Eds.) Proc. 24th ICCE, Kobe, Japan 1995 ASCE New York 1030-1045
    • (1995) Proc. 24th ICCE , pp. 1030-1045
    • Franco, L.1    De Gerloni, M.2    van der Meer, J.W.3
  • 12
    • 0005700361 scopus 로고
    • Recent changes in sea level rise
    • (Special Issue No. 9, Proceedings Skagen Symposium, Sept. 2-5)
    • A. Fuhrböter H.H. Dette A. Toppe Recent changes in sea level rise Journal of Coastal Research 1990 146-159 (Special Issue No. 9, Proceedings Skagen Symposium, Sept. 2-5)
    • (1990) Journal of Coastal Research , pp. 146-159
    • Fuhrböter, A.1    Dette, H.H.2    Toppe, A.3
  • 13
    • 0016361917 scopus 로고
    • Field Observations of Wave Overtopping of Wave Absorbing Revetment
    • Japan Society of Civil Engineers Tokyo
    • N. Fukuda T. Uno I. Irie Field Observations of Wave Overtopping of Wave Absorbing Revetment Coastal Engineering in Japan vol. 17 1974 Japan Society of Civil Engineers Tokyo 117-128
    • (1974) Coastal Engineering in Japan , vol.17 , pp. 117-128
    • Fukuda, N.1    Uno, T.2    Irie, I.3
  • 15
    • 0003066439 scopus 로고
    • Laboratory investigation on the overtopping rate of seawalls by irregular waves
    • (in Japanese)
    • Y. Goda Y. Kishira Y. Kamiyama Laboratory investigation on the overtopping rate of seawalls by irregular waves Report of Port and Harbour Research Institute 14 4 1975 3-44 (in Japanese)
    • (1975) Report of Port and Harbour Research Institute , vol.14 , Issue.4 , pp. 3-44
    • Goda, Y.1    Kishira, Y.2    Kamiyama, Y.3
  • 16
    • 3042770664 scopus 로고    scopus 로고
    • The overtopping of seawalls. A comparison between prototype and physical model data
    • Hydraulics Research Wallingford, Report No. TR 22, UK
    • Herbert, D.M., 1996. The overtopping of seawalls. A comparison between prototype and physical model data. Hydraulics Research Wallingford, Report No. TR 22, UK
    • (1996)
    • Herbert, D.M.1
  • 18
    • 0003863246 scopus 로고
    • Responding to Changes in Sea Level - Engineering Implications
    • National Research Council Washington, DC: Marine Board, National Academy Press
    • National Research Council Responding to Changes in Sea Level-Engineering Implications 1987 Marine Board, National Academy Press Washington, DC
    • (1987)
  • 19
    • 0003748517 scopus 로고
    • Design of seawalls allowing for wave overtopping
    • Hydraulics Research, Wallingford, Report No. EX 924, UK
    • Owen, M.W., 1980. Design of seawalls allowing for wave overtopping. Hydraulics Research, Wallingford, Report No. EX 924, UK
    • (1980)
    • Owen, M.W.1
  • 20
    • 0020980919 scopus 로고
    • The hydraulic design of sea-wall profiles
    • September 1982 Thomas Telford London
    • M.W. Owen The hydraulic design of sea-wall profiles Proc. ICE Conf. on Shoreline Protection, September 1982 1982 Thomas Telford London 185-192
    • (1982) Proc. ICE Conf. on Shoreline Protection , pp. 185-192
    • Owen, M.W.1
  • 22
    • 13944267357 scopus 로고    scopus 로고
    • "Wave forces and overtopping on crown walls of rubble mound breakwatersn - An experimental study"
    • Series Paper No. 12 Denmark: Hydraulics and Coastal Engineering Laboratory, Dept. of Civil Engineering, Aalborg University
    • J. Pedersen "Wave forces and overtopping on crown walls of rubble mound breakwaters-an experimental study" Series Paper No. 12 1996 Hydraulics and Coastal Engineering Laboratory, Dept. of Civil Engineering, Aalborg University Denmark ISSN 0909-4296
    • (1996)
    • Pedersen, J.1
  • 24
    • 0031626052 scopus 로고    scopus 로고
    • Field measurements of wave overtopping on seawall covered with armour units
    • ASCE Reston, VA
    • T. Sakakiyama R. Kajima S. Imai T. Shimizu H. Katayama Field measurements of wave overtopping on seawall covered with armour units Proceedings Waves '97 1997 ASCE Reston, VA 1336-1350
    • (1997) Proceedings Waves '97 , pp. 1336-1350
    • Sakakiyama, T.1    Kajima, R.2    Imai, S.3    Shimizu, T.4    Katayama, H.5
  • 25
    • 0019922126 scopus 로고
    • Decrease of wave overtopping amount due to seawall of low crest types
    • (in Japanese)
    • T. Takayama N. Nakgai K. Nishida Decrease of wave overtopping amount due to seawall of low crest types Report of Port and Harbour Research Institute 21 2 1982 151-205 (in Japanese)
    • (1982) Report of Port and Harbour Research Institute , vol.21 , Issue.2 , pp. 151-205
    • Takayama, T.1    Nakgai, N.2    Nishida, K.3
  • 26
    • 13944284006 scopus 로고    scopus 로고
    • Technisch Rapport Golfoploop en Golfoverslag bij Dijken
    • TAW, (Dutch Technical Advisory Committee on Water Defence) Delft, The Netherlands, in Dutch
    • TAW, 2002. (Dutch Technical Advisory Committee on Water Defence) Technisch Rapport Golfoploop en Golfoverslag bij Dijken (Technical Report on Wave Run-up and Wave overtopping at dikes). Delft, The Netherlands, in Dutch, 44 pp.
    • (2002) , pp. 44
  • 27
    • 2942698056 scopus 로고    scopus 로고
    • Experimentele studie en numerieke modellering van golfinteractie met stortsteengolfbrekers
    • PhD Thesis, Department of Civil Engineering, Ghent University, in Dutch
    • Troch, P., 2000. Experimentele studie en numerieke modellering van golfinteractie met stortsteengolfbrekers. (Experimental study and numerical modelling of wave interaction with rubble mound breakwaters) PhD Thesis, Department of Civil Engineering, Ghent University, in Dutch.
    • (2000)
    • Troch, P.1
  • 28
    • 0032194311 scopus 로고    scopus 로고
    • Instrumentation and prototype measurements at the Zeebrugge rubble mound breakwater
    • P. Troch J. De Rouck L. Van Damme Instrumentation and prototype measurements at the Zeebrugge rubble mound breakwater Coastal Engineering 35 1998 141-166
    • (1998) Coastal Engineering , vol.35 , pp. 141-166
    • Troch, P.1    De Rouck, J.2    Van Damme, L.3
  • 29
    • 0942271423 scopus 로고
    • Conceptual design of rubble mound breakwaters
    • P.L.-F. Liu (Eds.) World Scientific Singapore
    • J.W. van der Meer Conceptual design of rubble mound breakwaters In: P.L.-F. Liu (Eds.) Advances in Coastal and Ocean Engineering vol. 1 1994 World Scientific Singapore 221-315
    • (1994) Advances in Coastal and Ocean Engineering , vol.1 , pp. 221-315
    • van der Meer, J.W.1
  • 32
    • 11244318972 scopus 로고    scopus 로고
    • Wave run-up on rubble mound breakwaters
    • PhD thesis, Department of Civil Engineering, Ghent University, Belgium
    • Van de Walle, B., 2003. Wave run-up on rubble mound breakwaters, PhD thesis, Department of Civil Engineering, Ghent University, Belgium
    • (2003)
    • Van de Walle, B.1
  • 33
    • 84950119398 scopus 로고    scopus 로고
    • Parameters influencing wave run-up on a rubble mound breakwater
    • Cardiff, UK World Scientific Singapore
    • B. Van de Walle J. De Rouck L. Van Damme P. Frigaard M. Willems Parameters influencing wave run-up on a rubble mound breakwater Proc. 28th ICCE, Cardiff, UK 2002 World Scientific Singapore 2008-2018
    • (2002) Proc. 28th ICCE , pp. 2008-2018
    • Van de Walle, B.1    De Rouck, J.2    Van Damme, L.3    Frigaard, P.4    Willems, M.5
  • 35


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