DETAILED COMPUTATIONAL MODEL FOR THE BREACHING OF SEA DIKES INITIATED BY BREAKING WAVE IMPACTS
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Hocine Oumeraci | Andreas Kortenhaus | H. Oumeraci | G. Stańczak | A. Kortenhaus | Grzegorz Stanczak
[1] A Model for Breach Erosion in Sand-Dikes , 2001 .
[2] RISK-BASED DESIGN OF COASTAL FLOOD DEFENCES: A SUGGESTION FOR A CONCEPTUAL FRAMEWORK , 2003 .
[3] J. W. Van der Meer,et al. Technical report wave run-up and wave overtopping at dikes , 2002 .
[4] DIKE FAILURE CALCULATION MODEL BASED ON IN SITU TESTS , 1991 .
[5] N. Kraus,et al. Beach Profile Equilibrium and Patterns of Wave Decay and Energy Dissipation across the Surf Zone Elucidated in a Large-Scale Laboratory Experiment , 2005 .
[6] Gerald Müller,et al. Characteristics of pressure pulses propagating through water-filled cracks , 2003 .
[7] M. Overton,et al. Laboratory investigation of dune erosion as a function of sand grain size and dune density , 1994 .
[8] Breach Formation through Embankment Dams & Flood Defence Embankments : A State of the Art , 2022 .
[9] Stephan T. Grilli,et al. A fully non‐linear model for three‐dimensional overturning waves over an arbitrary bottom , 2001 .
[10] H. Oumeraci,et al. Breaching of coastal dikes: state of the art , 2006 .
[11] Jurjen A. Battjes,et al. Characteristics of flow in run-up of periodic waves , 1976 .
[12] G. J. Hanson,et al. Headcut Development in Vegetated Earth Spillways , 1994 .
[13] Andrey Leonidovich Rozov,et al. Modeling of washout of dams , 2003 .
[14] Nicholas C. Kraus,et al. Equilibrium beach profiles under breaking and non-breaking waves , 1999 .
[15] David C. Goodrich,et al. KINEROS: A kinematic runoff and erosion model documentation and user manual , 1986 .
[16] Miguel A. Losada,et al. Equilibrium beach profile model for perched beaches , 1999 .
[17] J. W. van der Meer,et al. Wave run-up and wave overtopping at dikes and revetments , 2007 .
[18] M. Larson,et al. An analytical model to predict dune erosion due to wave impact , 2004 .
[19] L. Rijn. Principles of sediment transport in rivers, estuaries and coastal seas , 1993 .
[20] Andreas Kortenhaus,et al. Probabilistische Methoden für Nordseedeiche , 2003 .
[21] John P. Ahrens,et al. The Fall-Velocity Equation , 2000 .
[22] James A. Bailard,et al. An energetics total load sediment transport model for a plane sloping beach , 1981 .
[23] Pengzhi Lin,et al. A Numerical Model for Breaking Waves: The Volume of Fluid Method. , 1997 .
[24] RESPONSE OF SEADYKES DUE TO WAVE IMPACTS , 1976 .
[25] Hunt,et al. Design of Seawalls and Breakwaters , 1959 .
[26] Darrel M. Temple,et al. Stability design of grass-lined open channels , 1987 .
[27] Joachim Grüne,et al. Wave-Induced Shock Pressures under Real Sea State Conditions , 1988 .
[28] Magnus Larson,et al. SIMPLE MODELS FOR EQUILIBRIUM PROFILES UNDER BREAKING AND NON-BREAKING WAVES , 1999 .
[29] Per Bruun,et al. PARAMETERS AFFECTING STABILITY OF RUBBLE MOUNDS , 1976 .
[30] G. Smith,et al. Erosion and Overtopping of a Grass Dike Large Scale Model Tests , 1995 .