Wave run-up on the Zeebrugge rubble mound breakwater: Full-scale measurement results

被引：1
|
作者：
De Rouck, Julien
de Walle, Bjorn Van
Troch, Peter
van der Meer, Jentsje
Van Damme, Luc
Medina, Josep R.
Willems, Marc
Frigaard, Peter
机构：
[1] Univ Ghent, Dept Civil Engn, B-9052 Ghent, Belgium
[2] KHBO, Dept Ind Wetenschappen & Tecnol, B-8400 Oostende, Belgium
[3] Infram, NL-3892 AB Zeewolde, Netherlands
[4] Minist Flemish Community, Coastal Div, B-8400 Oostende, Belgium
[5] Univ Politecn Valencia, Dept Transportes ETSI Caminos, E-46022 Valencia, Spain
[6] Minist Flemish Community, Flanders Hydraul, B-2140 Borgerhout, Belgium
[7] Univ Aalborg, Dept Civil Engn, DK-9000 Aalborg, Denmark
来源：
JOURNAL OF COASTAL RESEARCH | 2007年 / 23卷 / 03期
关键词：
prototype; grooved cubes; gauge;
D O I：
10.2112/04-0157.1
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
Full-scale wave run-up measurements have been carried out on the Zeebrugge rubble mound breakwater in the frame of the EU-funded OPTICREST project. Wave run-up has been measured by a run-up gauge and by a so-called spiderweb system. The dimensionless wave run-up value Ru2%Hm0 measured in Zeebrugge equals 1.77 for Iribarren number xi(om) = 3.63. An (apparent) influence of the water level on wave run-up has been observed. The porosity of the armor layer has a significant influence on wave run-up and may explain the dependency of wave run-up on the water level observed in Zeebrugge. Full-scale measurement results have been compared to literature data. The full-scale wave run-up data are in good agreement with the existing results of wave run-up tests with rip-rap slopes but are clearly higher than other wave run-up data resulting from tests with rubble mound breakwaters.
引用
收藏
页码：577 / 583
页数：7
相关论文
共 49 条
  • [1] Full-scale wave overtopping measurements on the Zeebrugge rubble mound breakwater
    Troch, P
    Geeraerts, J
    Van de Walle, B
    De Rouck, J
    Van Damme, L
    Allsop, W
    Franco, L
    COASTAL ENGINEERING, 2004, 51 (07) : 609 - 628
  • [2] 3-D scale model study of wave run-up, overtopping and damage in a rubble-mound breakwater subject to oblique extreme wave conditions
    Santos J.A.
    Pedro F.
    Coimbra M.
    Figuero A.
    Fortes C.J.
    Sande J.
    Körner M.
    Lemos R.
    Bornschein A.
    Weimper J.
    Van Den Bos J.
    Dost B.
    Hofland B.
    Carvalho R.F.
    Alvarellos A.
    Peña E.
    Pohl R.
    Kerpen N.B.
    Reis M.T.
    Defect and Diffusion Forum, 2019, 396 : 32 - 41
  • [3] Wave Run-Up Monitoring on Rubble-Mound Breakwaters Using a Photogrammetric Methodology
    Gonzalez-Jorge, Higinio
    Diaz-Vilarino, Lucia
    Martinez-Sanchez, Joaquin
    Riveiro, Belen
    Arias, Pedro
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2016, 30 (04)
  • [4] Full-scale experimental study on wave reflection and run-up at stepped revetments
    Schoonees, Talia
    Kerpen, Nils B.
    Schlurmann, Torsten
    COASTAL ENGINEERING, 2022, 172
  • [5] Wave run-up on rubble breakwaters: spectral effects
    Van de Walle, B
    De Rouck, J
    Troch, P
    Geeraerts, J
    Frigaard, P
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING, 2005, 158 (02) : 59 - 67
  • [6] Predicting wave run-up on rubble-mound structures using M5 model tree
    Bonakdar, Lisham
    Etemad-Shahidi, Amir
    OCEAN ENGINEERING, 2011, 38 (01) : 111 - 118
  • [7] How Significant is the Wave Run-Up Reduction due to Underlayer Permeability in the Design of Rubble-Mound Breakwaters?
    Sampath, D. M. R.
    Wijetunge, J. J.
    ENGINEER-JOURNAL OF THE INSTITUTION OF ENGINEERS SRI LANKA, 2006, 39 (01): : 13 - 18
  • [8] Effect of wave steepness to relative wave run-up on OWEC breakwater
    Puspita, A. I. D.
    Thaha, M. A.
    Pallu, M. S.
    Maricar, F.
    3RD INTERNATIONAL CONFERENCE ON CIVIL AND ENVIRONMENTAL ENGINEERING (ICCEE 2019), 2020, 419
  • [9] Discussion: Wave run-up on rubble breakwaters: spectral effects
    Van de Walle, B.
    De Rouck, J.
    Troch, P.
    Geeraerts, J.
    Frigaard, P.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING, 2006, 159 (03) : 129 - 130
  • [10] Wave run-up on a vertical wall protected by a submerged breakwater
    Zhang, Jingxin
    Liu, Hua
    Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics, 2009, 41 (05): : 660 - 665
12345