Modelling wave overtopping for flood defense reliability

Jord Jurriaan Warmink; Vera Maria van Bergeijk; Weiqiu  Chen; Juan Pablo Aguilar Lopez; Anouk  Bomers; Suzanne J.M.H. Hulscher

Modelling wave overtopping for flood defense reliability

Jord Jurriaan Warmink, Vera Maria van Bergeijk, Weiqiu Chen, Juan Pablo Aguilar Lopez, Anouk Bomers, Suzanne J.M.H. Hulscher

Marine and Fluvial Systems

Research output: Contribution to conference › Paper › peer-review

52 Downloads (Pure)

Abstract

Failure of dike covers due to wave overtopping erosion may initiate dike breach. Surface transitions in the dike cover, such as cure points, height difference, roughness difference and objects are often weak spots, but the effects of such transitions on the wave overtopping discharge and associated location and evolution of dike cover erosion are highly uncertain. Dike cover erosion is dominated by the turbulence-dominated shear stress at the jet front. Therefore, a detailed numerical Finite Element model was developed. In this paper the preliminary results of the model of Aguilar-Lopez (2016) and Bomers et al. (2018) are briefly presented. At the University of Twente, two PhD students recently started on the challenge of quantifying the effect of transitions in grass covered dikes on dike erosion. In this paper, we present their research plans.

Original language	English
Pages	1-5
Publication status	Published - 10 Sept 2018
Event	3rd International Conference on Protection against Overtopping 2018 - Grange-over-Sands, United Kingdom Duration: 6 Jun 2018 → 8 Jun 2018 Conference number: 3 http://protections2018.org/Protections2018/homepage

Conference

Conference	3rd International Conference on Protection against Overtopping 2018
Abbreviated title	Protections 2018
Country/Territory	United Kingdom
City	Grange-over-Sands
Period	6/06/18 → 8/06/18
Internet address	http://protections2018.org/Protections2018/homepage

Access to Document

46_J_WarminkFinal published version, 812 KB

Cite this

@conference{c556e2c460cd4176b8632db5d59c799f,

title = "Modelling wave overtopping for flood defense reliability",

abstract = "Failure of dike covers due to wave overtopping erosion may initiate dike breach. Surface transitions in the dike cover, such as cure points, height difference, roughness difference and objects are often weak spots, but the effects of such transitions on the wave overtopping discharge and associated location and evolution of dike cover erosion are highly uncertain. Dike cover erosion is dominated by the turbulence-dominated shear stress at the jet front. Therefore, a detailed numerical Finite Element model was developed. In this paper the preliminary results of the model of Aguilar-Lopez (2016) and Bomers et al. (2018) are briefly presented. At the University of Twente, two PhD students recently started on the challenge of quantifying the effect of transitions in grass covered dikes on dike erosion. In this paper, we present their research plans.",

author = "Warmink, {Jord Jurriaan} and {van Bergeijk}, {Vera Maria} and Weiqiu Chen and {Aguilar Lopez}, {Juan Pablo} and Anouk Bomers and Hulscher, {Suzanne J.M.H.}",

year = "2018",

month = sep,

day = "10",

language = "English",

pages = "1--5",

note = "3rd International Conference on Protection against Overtopping 2018, Protections 2018 ; Conference date: 06-06-2018 Through 08-06-2018",

url = "http://protections2018.org/Protections2018/homepage",

}

TY - CONF

T1 - Modelling wave overtopping for flood defense reliability

AU - Warmink, Jord Jurriaan

AU - van Bergeijk, Vera Maria

AU - Chen, Weiqiu

AU - Aguilar Lopez, Juan Pablo

AU - Bomers, Anouk

AU - Hulscher, Suzanne J.M.H.

N1 - Conference code: 3

PY - 2018/9/10

Y1 - 2018/9/10

N2 - Failure of dike covers due to wave overtopping erosion may initiate dike breach. Surface transitions in the dike cover, such as cure points, height difference, roughness difference and objects are often weak spots, but the effects of such transitions on the wave overtopping discharge and associated location and evolution of dike cover erosion are highly uncertain. Dike cover erosion is dominated by the turbulence-dominated shear stress at the jet front. Therefore, a detailed numerical Finite Element model was developed. In this paper the preliminary results of the model of Aguilar-Lopez (2016) and Bomers et al. (2018) are briefly presented. At the University of Twente, two PhD students recently started on the challenge of quantifying the effect of transitions in grass covered dikes on dike erosion. In this paper, we present their research plans.

AB - Failure of dike covers due to wave overtopping erosion may initiate dike breach. Surface transitions in the dike cover, such as cure points, height difference, roughness difference and objects are often weak spots, but the effects of such transitions on the wave overtopping discharge and associated location and evolution of dike cover erosion are highly uncertain. Dike cover erosion is dominated by the turbulence-dominated shear stress at the jet front. Therefore, a detailed numerical Finite Element model was developed. In this paper the preliminary results of the model of Aguilar-Lopez (2016) and Bomers et al. (2018) are briefly presented. At the University of Twente, two PhD students recently started on the challenge of quantifying the effect of transitions in grass covered dikes on dike erosion. In this paper, we present their research plans.

M3 - Paper

SP - 1

EP - 5

T2 - 3rd International Conference on Protection against Overtopping 2018

Y2 - 6 June 2018 through 8 June 2018

ER -

Modelling wave overtopping for flood defense reliability

Abstract

Conference

Access to Document

Fingerprint

Cite this