Presentation byThijs Lanckriet, IMDC, Belgium, at the XBeach User Day 2018, during Delft Software Days - Edition 2018. Thursday, 15 November 2018, Delft.
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DSD-INT 2018 Simulating the impact of alternative solutions for marina inlet sedimentation and coastal erosion - Lanckriet
1. Simulating the impact of alternative solutions
for marina inlet sedimentation
and coastal erosion
Thijs Lanckriet, Leen Baelus, Li Wang, Eleftheria Kragiopoulou,
Tim Franken & Annelies Bolle
XBeach User Day – 2018-11-15
5. 15 November 2018/ Blankenberge – Wenduine / slide 5
Wenduine nourishments
First major nourishment in 2012 (720 000 m3)
Maintenance nourishments in 2014, 2016 and 2017
(160 000 – 300 000 m3)
6. 15 November 2018/ Blankenberge – Wenduine / slide 6
Study process
1. Feasiblity study / study of alternatives.
• Criteria:
• Morphology (effectiveness in reducing
sedimentation/erosion)
• Cost effectiveness
• Nautical access
• Swimmer safety
• Coastal safety
• Environmental aspects
• Architectural/planological aspects
2. Pre-design
• Activities involving XBeach
• Optimization of measures
• Coastal safety assessment
3. Final design
4. EIA
5. Construction
---> XBeach
---> XBeach
---> XBeach
---> XBeach
---> XBeach
---> XBeach
7. 15 November 2018/ Blankenberge – Wenduine / slide 7
XBeach models
2 grids:
• Blankenberge model
• Wenduine model
2 simulation types:
• Long term morphodynamics (1-5 years)
• Hydrodynamics (50 hours)
8. 15 November 2018/ Blankenberge – Wenduine / slide 8
Long-term morphological simulations
• Reduced wave climate
using OPTI
input reduction method
• Using 8 tidal cycles of
24h50 min to represent
1 year
• Morfac 36.5
9. 15 November 2018/ Blankenberge – Wenduine / slide 9
Hydrodynamics
Impact of groyne field during flood + waves from NNE
10. 15 November 2018/ Blankenberge – Wenduine / slide 10
Hydrodynamics
Reference during flood + waves from WNW
11. 15 November 2018/ Blankenberge – Wenduine / slide 11
Hydrodynamics
Impact of groyne field during flood + waves from WNW
12. 15 November 2018/ Blankenberge – Wenduine / slide 12
Morphodynamics
Impact of groyne field
13. 15 November 2018/ Blankenberge – Wenduine / slide 13
Morphodynamics
How to implement groynes in XBeach?
• Traditional way: simply raise 1 grid line in bathymetry
• For coarse alongshore grids:
groyne slope is not well represented
• Which fraction of littoral transport should a groyne block?
Groynes have sediment transport going
• Around the groyne (bypassing)
• Over the groyne very little guidance in literature
14. 15 November 2018/ Blankenberge – Wenduine / slide 14
Morphodynamics
How to implement groynes in XBeach?
Effect of model resolution is rather limited.
15. 15 November 2018/ Blankenberge – Wenduine / slide 15
Morphodynamics
Optimizing groyne length using XBeach
16. 15 November 2018/ Blankenberge – Wenduine / slide 16
Morphodynamics
Foreshore nourishments
Very little onshore transport predicted by
XBeach
=> Can we use XBeach to assess
effectiveness of foreshore nourishments?
17. 15 November 2018/ Blankenberge – Wenduine / slide 17
Conclusions
• A feasibility & (pre-)design study was performed to develop
solutions for marina inlet sedimentation in Blankenberge and
beach erosion in Wenduine, Belgium
• XBeach was used extensively throughout the study to assess
morphology, swimmer safety and nautical access
• Innovative applications:
• Web-based visualization of currents for swimmers & lifeguards
• Optimization of groynes & groyne length
• Long-term morphology (5 years)
18. 15 November 2018/ Blankenberge – Wenduine / slide 18
Questions and philosophical remarks
• How to implement groynes?
• Little quantitative data available on groyne effects
• Long-term morphological modelling using XBeach
• Pros & cons vs Delft3D?
• Groynes? Why not soft solutions using sand?
• Both groynes & soft solutions were simulated and assessed
• A detailed cost-benefit analysis showed groynes to be
most cost-effective solution (!)
• More details at ICE Coastal Management 2019
19. 15 November 2018/ Blankenberge – Wenduine / slide 19
Morphology – new equilibrium coastline