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18.06.2014 Seite 1
Bamboo breakwaters
Site-specific erosion protection and adaptation to climate change
in Soc Trang Province, Vietnam
Dr. Klaus Schmitt, Dr. Thorsten Albers & Arndt von Lieberman
Presented by Phạm Thùy Dương
4th International Conference on Estuaries and Coasts
8 - 11 October 2012, Hanoi, Vietnam
18.06.2014 Seite 2
Outline
1. Introduction
2. Methodology
3. Construction
4. Monitoring
5. Conclusions
1
18.06.2014 Seite 3
2
18.06.2014 Seite 4
 Narrow belt of mangrove forest along the coast line
 Dynamic coast line (process of accretion and erosion up to 30 m/yr)
18.06.2014 Seite 5
4
In some sites the dyke is threatened by erosion.
Can we rehabilitate mangroves in such sites to protect the
coast from erosion and storms?
1. Introduction
1. Introduction
18.06.2014 Seite 6
Mangroves grow along sheltered
coastline.
Rehabilitating mangroves only possible
after the wave energy has been reduced
by physical barriers.
 Breakwaters: reduce erosion &
stimulate sedimentation.
Mangrove rehabilitation in erosion sites
51. Introduction
1. Introduction
Appropriate designs based on numerical modelling
(which simulates hydrodynamics and shoreline
development) to minimise downdrift erosion.
18.06.2014 Seite 7
2. Methodology
 Numerical modelling using open
source software (SWAN,
RMA·Kalypso, GENESIS)*
 Use existing data
 Field measurements
 Physical modelling
(*see www.czm-soctrang.org.vn)
62. Methodology
18.06.2014 Seite 8
Physical modelling of wave transmission with the bamboo fence
72. Methodology
18.06.2014 Seite 9
3. Construction
 Local labour
 Bamboo poles
 Brushwood bundles
 Rattan, jute, stainless steel
wire for connections
83. Construction – Materials & labours
18.06.2014 Seite 10
93. Construction – Installation of one bamboo T-fence, June 2012
18.06.2014 Seite 11
3. Construction
103. Construction – Site map
T-shaped bamboo fences in Nopol
18.06.2014 Seite 12
4. Monitoring
 Visual control
 Photo documentation
 Benchmarks
 GPS shoreline survey
 Mangrove monitoring
 Mud density analysis
 Wave measurements
114. Monitoring
18.06.2014 Seite 13
Wave transmission coefficients
derived from physical modelling and field measurements
124. Monitoring
18.06.2014 Seite 14
5. Conclusions
155. Conclusions
 Coastal protection and climate change adaptation
measures must be site-specific and appropriate:
 based on a sound understanding of natural processes
 numerical modelling as part of an integrated approach
to coastal area management (ICAM)
 testing of innovative approaches
(not one solution fits all)
 bamboo breakwaters and t-fences are an effective
way of coastal protection, create conditions for
mangrove rehabilitation in erosion sites.
18.06.2014 Seite 15
5. Conclusions
155. Conclusions
1,800 m completed
2,850 m under construction
1,500 m planned
 Total of 6,150 m
Current state of construction
Thank you for your attention!

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Bamboo breakwater icec_2012

  • 1. 18.06.2014 Seite 1 Bamboo breakwaters Site-specific erosion protection and adaptation to climate change in Soc Trang Province, Vietnam Dr. Klaus Schmitt, Dr. Thorsten Albers & Arndt von Lieberman Presented by Phạm Thùy Dương 4th International Conference on Estuaries and Coasts 8 - 11 October 2012, Hanoi, Vietnam
  • 2. 18.06.2014 Seite 2 Outline 1. Introduction 2. Methodology 3. Construction 4. Monitoring 5. Conclusions 1
  • 4. 18.06.2014 Seite 4  Narrow belt of mangrove forest along the coast line  Dynamic coast line (process of accretion and erosion up to 30 m/yr)
  • 5. 18.06.2014 Seite 5 4 In some sites the dyke is threatened by erosion. Can we rehabilitate mangroves in such sites to protect the coast from erosion and storms? 1. Introduction 1. Introduction
  • 6. 18.06.2014 Seite 6 Mangroves grow along sheltered coastline. Rehabilitating mangroves only possible after the wave energy has been reduced by physical barriers.  Breakwaters: reduce erosion & stimulate sedimentation. Mangrove rehabilitation in erosion sites 51. Introduction 1. Introduction Appropriate designs based on numerical modelling (which simulates hydrodynamics and shoreline development) to minimise downdrift erosion.
  • 7. 18.06.2014 Seite 7 2. Methodology  Numerical modelling using open source software (SWAN, RMA·Kalypso, GENESIS)*  Use existing data  Field measurements  Physical modelling (*see www.czm-soctrang.org.vn) 62. Methodology
  • 8. 18.06.2014 Seite 8 Physical modelling of wave transmission with the bamboo fence 72. Methodology
  • 9. 18.06.2014 Seite 9 3. Construction  Local labour  Bamboo poles  Brushwood bundles  Rattan, jute, stainless steel wire for connections 83. Construction – Materials & labours
  • 10. 18.06.2014 Seite 10 93. Construction – Installation of one bamboo T-fence, June 2012
  • 11. 18.06.2014 Seite 11 3. Construction 103. Construction – Site map T-shaped bamboo fences in Nopol
  • 12. 18.06.2014 Seite 12 4. Monitoring  Visual control  Photo documentation  Benchmarks  GPS shoreline survey  Mangrove monitoring  Mud density analysis  Wave measurements 114. Monitoring
  • 13. 18.06.2014 Seite 13 Wave transmission coefficients derived from physical modelling and field measurements 124. Monitoring
  • 14. 18.06.2014 Seite 14 5. Conclusions 155. Conclusions  Coastal protection and climate change adaptation measures must be site-specific and appropriate:  based on a sound understanding of natural processes  numerical modelling as part of an integrated approach to coastal area management (ICAM)  testing of innovative approaches (not one solution fits all)  bamboo breakwaters and t-fences are an effective way of coastal protection, create conditions for mangrove rehabilitation in erosion sites.
  • 15. 18.06.2014 Seite 15 5. Conclusions 155. Conclusions 1,800 m completed 2,850 m under construction 1,500 m planned  Total of 6,150 m Current state of construction
  • 16. Thank you for your attention!