Dike breaching due to overtopping

被引:0
|
作者
Schmocker, L. [1 ]
Hager, W. H. [1 ]
Boes, R. M. [1 ]
机构
[1] Swiss Fed Inst Technol, Lab Hydraul Hydrol & Glaciol, Zurich, Switzerland
来源
PHYSICAL MODELLING IN GEOTECHNICS, VOLS. 1 AND 2 | 2010年
关键词
OVERFLOW EROSION; EMBANKMENTS; MECHANICS;
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Dikes along rivers protect a valley including its population and property from floods. Many dikes have not been maintained for decades and overtopping has caused large damages. These flood events highlight the need to understand the damage processes due to overtopping in detail. An accurate prediction of dike failure is essential to develop effective emergency action plans. In this research project, systematic plane dike breach tests due to overtopping were conducted in a laboratory channel to examine the dike erosion process and the physical model limitations. All dikes were of trapezoidal shape, consisted of uniform non-cohesive sediment and were homogeneous, i.e. not protected by a core or a surface layer. The project provides general results regarding the overflow erosion process, seepage effects and scaling issues.
引用
收藏
页码:1201 / 1206
页数:6
相关论文
共 50 条
  • [1] Modelling dike breaching due to overtopping
    Schmocker, Lukas
    Hager, Willi H.
    JOURNAL OF HYDRAULIC RESEARCH, 2009, 47 (05) : 585 - 597
  • [2] Modelling dike breaching due to overtopping
    Jovanovic, Miodrag
    JOURNAL OF HYDRAULIC RESEARCH, 2010, 48 (04) : 547 - 549
  • [3] Modelling dike breaching due to overtopping Reply
    不详
    JOURNAL OF HYDRAULIC RESEARCH, 2010, 48 (04) : 549 - 549
  • [4] The probabilistic solution of dike breaching due to overtopping
    Alhasan, Z.
    Duchan, D.
    Riha, J.
    SUSTAINABLE HYDRAULICS IN THE ERA OF GLOBAL CHANGE: ADVANCES IN WATER ENGINEERING AND RESEARCH, 2016, : 505 - 512
  • [5] BOUSSINESQ MODELLING OF DIKE BREACHING DUE TO OVERTOPPING
    Prinos, Panagiotis
    Karambas, Theofanis V.
    PROCEEDINGS OF THE 36TH IAHR WORLD CONGRESS: DELTAS OF THE FUTURE AND WHAT HAPPENS UPSTREAM, 2015, : 1861 - 1868
  • [6] Numerical Simulation of lateral dike breaching due to overtopping
    Dewals, Benjamin
    Rifai, Ismail
    Abderrazek, Kamal El-Kadi
    Greco, Massimo
    Di Cristo, Cristiana
    Iervolino, Michele
    Leopardi, Angelo
    Vacca, Andrea
    NINTH INTERNATIONAL CONFERENCE ON FLUVIAL HYDRAULICS (RIVER FLOW 2018), 2018, 40
  • [7] Influence of surface lining type on the probability of dike breaching due to overtopping
    Alhasan, Zakaraya
    Duchan, David
    Riha, Jaromir
    JOURNAL OF FLOOD RISK MANAGEMENT, 2019, 12
  • [8] Experimental Study on Sand Dike Breaching by Wave Overtopping
    Wang, Yanqiao
    Xu, Da
    He, Zhiguo
    Wu, Weiming
    APPLIED OCEAN RESEARCH, 2020, 101 (101)
  • [9] Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching
    Onda, Shinichiro
    Hosoda, Takashi
    Jacimovic, Nenad M.
    Kimura, Ichiro
    JOURNAL OF HYDRAULIC RESEARCH, 2019, 57 (01) : 13 - 25
  • [10] Sensitivity of the breaching process in the case of overtopping induced fluvial dike failure
    Rifai, I
    Erpicum, S.
    Archambeau, P.
    Violeau, D.
    Pirotton, M.
    Dewals, B.
    Abderrezzak, K. El Kadi
    RIVER FLOW 2016, 2016, : 1830 - 1836