Simulating Overtopping of seawall defences B.D. Rogers *, M.V. McCabe,

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Simulating Overtopping of seawall defences B.D. Rogers*, M.V. McCabe, P.K. Stansby, D.A. Apsley *RCUK Research Fellow School of MACE

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Simulating Overtopping of seawall defences B.D. Rogers *, M.V. McCabe, P.K . Stansby , D.A. Apsley. *RCUK Research Fellow School of MACE. Outline. Introduction to Overtopping: The need for numerical models Numerical Model 1: Boussinesq -type model Modification for Seawall - PowerPoint PPT Presentation

Transcript of Simulating Overtopping of seawall defences B.D. Rogers *, M.V. McCabe,

Page 1: Simulating Overtopping of  seawall defences  B.D. Rogers *, M.V. McCabe,

Simulating Overtopping of seawall defences

B.D. Rogers*, M.V. McCabe, P.K. Stansby, D.A. Apsley

*RCUK Research Fellow

School of MACE

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OutlineIntroduction to Overtopping: • The need for numerical models

Numerical Model 1:• Boussinesq-type model• Modification for Seawall

Numerical Model 2: • Smoothed Particle Hydrodynamics (SPH)• Effect of the recurve wall

Results:• Overtopping events and volumes

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Prediction of Wave Overtopping

• Physical Models • Empirical Data

• Numerical Modelling?

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Nonlinear Shallow Water Equations

hpu hp

Boussinesq – type equationsIntermediate depths

NLSW equationsShallow water only

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Shallow Water and Boussinesq Equations with a Vertical Wall

231

31

0

2

22

3

33

2

32

2

breakpre

breakposte

b

xBgd

txhu

xdd

xuh

xxBgd

txhudB

xz

ghxhgh

xhu

thu

xhu

th

Continuity Equation

Momentum Equation

Boussinesq Terms Dissipation Terms

Fwallu

hwalldxuhk wallwall

2

Force Imposed by a Wall

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0 200 400 600 800 1000 12000

1

2

3

4

5

6

7

Time (s)

Cum

ulat

ive

Volu

me

(m3

/m)

Wave Overtopping Volumes, Prototype ScaleHm0 = 3.41m, H0 / L0 = 0.04

SWAB Modelwith Force at

Seawall

Laboratory Data

Field Data(from EA)

SWAB Modelwithout Force

at Seawall

Shallow Water And Boussinesq (SWAB) Model Validation

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ExampleOvertopping and Beach Level at Walcott Link to

Movie

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2007 Storm – Overtopping Rates

3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 82.35

2.4

2.45

2.5

2.55

2.6

Hm0 (

m)

3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 81

1.5

2

2.5

3

3.5

Time (hours)

Wat

er L

evel

(maO

D)

3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 80

0.5

1

1.5

Mea

n O

verto

ppin

g R

ate

(l/s/

m)

Hourly Mean Overtopping Rates - SWAB Model vs Neural Network Tool

SWAB ModelNeural Network - No SetupNeural Network + Setup

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Smoothed Particle Hydrodynamics (SPH)

Plunger

Splashup

(Photo courtesy of F. Raichlen)

Overtopping, flooding and inundation

Very complex multi-phase multi-scale

highly nonlinear problems

Breaking waves on beaches

W(r-r’,h)

Compact supportof kernel

WaterParticles

2h

Radius ofinfluence

rRadius of influence

Detailed modelling requires SPH

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The Future: (Multi) Hybrid Chips• Dual-SPHysics (cpu & gpu) – SPEEDUPS of 100 for a Desktop machine = Supercomputer of

1000’s cores• Crespo et al.

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SPH simulation

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SPH simulation

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SPH simulation

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SPH simulation

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SPH simulation

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SPH simulation

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3m

In SPH, we know that overtopping is dependent on resolution, so with a much finer resolution this could well produce higher values

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Overtopping volumes from SPH Simulations

Results:• With the same bathmetry from the Boussinesq simulations:

overtopping events of 2400 litres/m• With the Recurve wall: overtopping event of 540 litres/m

Comparison with Boussinesq & Eurotop

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Thank you

Acknowledgements:• Maurice McCabe• Nicolas Chini• Peter Stansby

• SeaZone – bathymetry below the low water line• Environment Agency (EA) – beach profile above the low water line