Instrumentation and prototype measurements at the Zeebrugge rubble mound breakwater

被引:18
|
作者
Troch, P
De Rouck, J
Van Damme, L
机构
[1] State Univ Ghent, Dept Civil Engn, B-9052 Ghent, Belgium
[2] Minist Flemish Community, Coastal Div, B-8400 Ostend, Belgium
关键词
field data; prototype instrumentation; rubble mound breakwater; pore pressure; wave run-up;
D O I
10.1016/S0378-3839(98)00026-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The prototype monitoring system at Zeebrugge (Belgium), instrumented for the acquisition of field data on waves interacting with a rubble mound breakwater, is presented. To date, the monitoring system has been successfully put into operation and the acquired field data used for the calibration of physical and numerical models. The instrumentation and the data acquisition sections of the monitoring system are described. Experience of more than ten years is made available to those who deal with instrumentation in harsh maritime conditions. Two instrumentation systems are presented in more detail: pore pressure sensors for the measurement of internal pore pressures and stepgauges for the measurement of the wave run-up and run-down. Algorithms used for analysis of acquired field data are included. (C) 1998 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:141 / 166
页数:26
相关论文
共 50 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
    [J]. COASTAL ENGINEERING, 2004, 51 (07) : 609 - 628
  • [2] Wave run-up on the Zeebrugge rubble mound breakwater: Full-scale measurement results
    De Rouck, Julien
    de Walle, Bjorn Van
    Troch, Peter
    van der Meer, Jentsje
    Van Damme, Luc
    Medina, Josep R.
    Willems, Marc
    Frigaard, Peter
    [J]. JOURNAL OF COASTAL RESEARCH, 2007, 23 (03) : 577 - 583
  • [3] Overtopping hazard on a rubble mound breakwater
    Carrasco, Ana R.
    Reis, Maria T.
    Neves, Maria G.
    Ferreira, Oscar
    Matias, Ana
    Almeida, Silvia
    [J]. JOURNAL OF COASTAL RESEARCH, 2014, : 247 - 252
  • [4] The seismic responses of a rubble mound breakwater
    Yuksel, Y.
    Berilgen, M.
    Cihan, K.
    Cevik, E. Ozkan
    Dizman, U.
    Yalciner, A. C.
    [J]. PROCEEDINGS OF THE SIXTEENTH (2006) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 2006, : 632 - 634
  • [5] Seismic response of a rubble mound breakwater in Turkey
    Yüksel, Y
    Çetin, KÖ
    Özgüven, O
    Isik, NS
    Cevik, E
    Sümer, BM
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING, 2004, 157 (04) : 151 - 161
  • [6] AERATION IN RUBBLE-MOUND BREAKWATER MODELS
    HALL, KR
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1990, 116 (03): : 400 - 405
  • [7] LARGE RUBBLE-MOUND BREAKWATER FAILURES
    HARLOW, EH
    [J]. JOURNAL OF THE WATERWAY PORT COASTAL AND OCEAN DIVISION-ASCE, 1980, 106 (02): : 275 - 278
  • [8] A CFD approach to rubble mound breakwater design
    Dentale, Fabio
    Reale, Ferdinando
    Di Leo, Angela
    Carratelli, Eugenio Pugliese
    [J]. INTERNATIONAL JOURNAL OF NAVAL ARCHITECTURE AND OCEAN ENGINEERING, 2018, 10 (05) : 644 - 650
  • [9] Wave loads on rubble mound breakwater crown walls
    Martin, FL
    Losada, MA
    Medina, R
    [J]. COASTAL ENGINEERING, 1999, 37 (02) : 149 - 174
  • [10] Stability assessment of rubble mound breakwater and armor layer
    Mase, H
    Takayama, T
    [J]. PROCEEDINGS OF THE SEVENTH (1997) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL III, 1997, 1997, : 782 - 785