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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

Simulating Overtopping of seawall defences B.D. Rogers*, M.V. McCabe, P.K. Stansby, D.A. Apsley

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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

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Page 1: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

Simulating Overtopping of seawall defences

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

*RCUK Research Fellow

School of MACE

Page 2: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

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

Page 3: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

Prediction of Wave Overtopping

• Physical Models • Empirical Data

• Numerical Modelling?

Page 4: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

Nonlinear Shallow Water Equations

hpu hp

Boussinesq – type equationsIntermediate depths

NLSW equationsShallow water only

Page 5: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

Shallow Water and Boussinesq Equations with a Vertical Wall

23

1

3

1

0

2

22

3

33

2

32

2

breakpre

breakpost

eb

xBgd

tx

hu

x

dd

x

uh

xxBgd

tx

hudB

x

zgh

x

hgh

x

hu

t

hu

x

hu

t

h

Continuity Equation

Momentum Equation

Boussinesq Terms Dissipation Terms

Fwallu

hwalldx

uhk wallwall2

Force Imposed by a Wall

Page 6: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

0 200 400 600 800 1000 12000

1

2

3

4

5

6

7

Time (s)

Cum

ulat

ive

Vol

ume

(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

Page 7: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

ExampleOvertopping and Beach Level at Walcott Link to

Movie

Page 8: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

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)

Wa

ter

Le

ve

l (m

aO

D)

3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 80

0.5

1

1.5

Me

an

Ov

ert

op

pin

g R

ate

(l/s

/m)

Hourly Mean Overtopping Rates - SWAB Model vs Neural Network Tool

SWAB ModelNeural Network - No SetupNeural Network + Setup

Page 9: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

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

WaterParticles

2h

r Radius of influence

Detailed modelling requires SPH

Page 10: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

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

Supercomputer of 1000’s cores• Crespo et al.

Page 11: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

SPH simulation

Page 12: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

SPH simulation

Page 13: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

SPH simulation

Page 14: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

SPH simulation

Page 15: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

SPH simulation

Page 16: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

SPH simulation

Page 17: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

3m

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

Page 18: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley
Page 19: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley
Page 20: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley
Page 21: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

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

Page 22: Simulating Overtopping of seawall defences  B.D. Rogers*, M.V. McCabe,   P.K. Stansby, D.A. Apsley

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