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Re-engineering of coral reefs for coastal
protection: a pilot experience
in the Caribbean
Borja G. Reguero, P. Kramer, B. Hancock, M. Beck, V. Agostini, R. Blyther
G. Diaz, J. Lara, G. Barajas
“AT THE WATER
EDGE”
Grenville Bay,
Grenada
1. Assess national and local vulnerability
2. Addressing climate and disaster risks through an
integrated approach
3. Helping communities understand and assess their social,
ecological, and economic risks and together build
solutions
4. Making informed decisions—Challenges in data
availability, access, and management
5. Developing integrated adaptation and disaster risk
reduction plans that recognize the role of nature
6. Building local, national, and regional capacity
Local community
NGO staff
Nat. Gov.
regional managers
2011-2016
The Nature Conservancy is working with partners to
Coastline
Evolution
(80s-12)
Current & sediment tranport
Mangrove Lost
Field inspection (28 Jan.) and local reporting
The Coastal Problem
Deeper reefs
shallower reefs
Nav. channel
Seagrass & algae
Reef rubble
sand
CMS
BOUSS
RANS
COASTAL MODELING & Analysis of AlternativesMETHODOLOGY
& APPROACH
2 Goals:
1. Demonstrate the role of the coral reefs in the bay system
2. Study alternatives for design
Long – term
changes in the
dynamics
Scenario
A1B A2 B1
SLR
estimate
0.50 0.53 0.37
• Wave climate
Reguero et al (2013)
• SLR - historical
Losada et al. (2013)
• SLR - projections
Slangen et al. (2012)
Hs
Dir EF
SLR
The role of the
reefs in the bay
Reguero et al (2013)
Camus et al (2011)
Hsu and Evans (1989); Gonzalez and Medina (2001); Hsu et al (2010)
Equilibrium planform concept
The Proposed solution
The Proposed solution
Effect on
wave
attenuation
Wave Height
Wave attenuation across Wave Climate ConditionsFor multiple
sea states…
Effect on
Run-up
(short wave
component)
The Pilot
AN HOLISTIC
APPROACH TO
RESTORATION
BLENDING ECOLOGY AND ENGINEERING
Preparing the baskets
Navigating the barge
Unloading a barge
Divers carrying and packing the baskets
The reef at low tide
Clips to connect the baskets
2-tier pilot submerged breakwater structure (this one with
blocks) with corals from the nursery placed along their sides
A completed 3-tier pilot, placed further inshore on a seagrass bottom to examine
differences in placement, height, and performance measures with the offshore reef
structures.
A view from the top of one of the completed pilot at low tide
Grenville Reef Pilot Project
By The Numbers
• Total length of pilot submerged breakwater built: ~30 meters (100 feet).
• Number of diver community man hours for pilot: 1,500
• Quarry stone mined and placed in structures: 70 tons
• Concrete building blocks placed in structures: 2,400
• Amount of 5/8th rebar steel: 44,000 feet
• Number of welds for all gabion baskets: 41,000
• Average live coral cover currently on Grenville reef flat ~1%
• Corals relocated: ~1,250 (~ 240 of these were re-planted on
structures)
• Cost (~ $7,000 US/m). 1/3rd the cost of a traditional
breakwater
- Forensic analysis of erosion causes
- Surf beat (non-linear interactions can be responsible of
substantial flooding) & 3D effects
- Monitoring and learning
- Scale up in other areas
- Lessons for successful implementation
- Evaluation of protection provided by reefs globally and
regionally / Mapping Ocean Wealth -
http://oceanwealth.org
- Extend to other ecosystems
Next steps
EFFECT
Borja G. Reguero borja_reguero@tnc.org
Thank you
(a) (b)
(c) (d)

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Regueroetal_ReEng_Reefs_2015

  • 1. Re-engineering of coral reefs for coastal protection: a pilot experience in the Caribbean Borja G. Reguero, P. Kramer, B. Hancock, M. Beck, V. Agostini, R. Blyther G. Diaz, J. Lara, G. Barajas
  • 2. “AT THE WATER EDGE” Grenville Bay, Grenada 1. Assess national and local vulnerability 2. Addressing climate and disaster risks through an integrated approach 3. Helping communities understand and assess their social, ecological, and economic risks and together build solutions 4. Making informed decisions—Challenges in data availability, access, and management 5. Developing integrated adaptation and disaster risk reduction plans that recognize the role of nature 6. Building local, national, and regional capacity Local community NGO staff Nat. Gov. regional managers 2011-2016 The Nature Conservancy is working with partners to
  • 4. Current & sediment tranport Mangrove Lost Field inspection (28 Jan.) and local reporting The Coastal Problem
  • 5. Deeper reefs shallower reefs Nav. channel Seagrass & algae Reef rubble sand
  • 6. CMS BOUSS RANS COASTAL MODELING & Analysis of AlternativesMETHODOLOGY & APPROACH 2 Goals: 1. Demonstrate the role of the coral reefs in the bay system 2. Study alternatives for design
  • 7. Long – term changes in the dynamics Scenario A1B A2 B1 SLR estimate 0.50 0.53 0.37 • Wave climate Reguero et al (2013) • SLR - historical Losada et al. (2013) • SLR - projections Slangen et al. (2012) Hs Dir EF SLR
  • 8. The role of the reefs in the bay Reguero et al (2013) Camus et al (2011)
  • 9. Hsu and Evans (1989); Gonzalez and Medina (2001); Hsu et al (2010) Equilibrium planform concept
  • 14. Wave attenuation across Wave Climate ConditionsFor multiple sea states…
  • 21. Divers carrying and packing the baskets
  • 22. The reef at low tide
  • 23. Clips to connect the baskets
  • 24. 2-tier pilot submerged breakwater structure (this one with blocks) with corals from the nursery placed along their sides
  • 25. A completed 3-tier pilot, placed further inshore on a seagrass bottom to examine differences in placement, height, and performance measures with the offshore reef structures.
  • 26. A view from the top of one of the completed pilot at low tide
  • 27. Grenville Reef Pilot Project By The Numbers • Total length of pilot submerged breakwater built: ~30 meters (100 feet). • Number of diver community man hours for pilot: 1,500 • Quarry stone mined and placed in structures: 70 tons • Concrete building blocks placed in structures: 2,400 • Amount of 5/8th rebar steel: 44,000 feet • Number of welds for all gabion baskets: 41,000 • Average live coral cover currently on Grenville reef flat ~1% • Corals relocated: ~1,250 (~ 240 of these were re-planted on structures) • Cost (~ $7,000 US/m). 1/3rd the cost of a traditional breakwater
  • 28. - Forensic analysis of erosion causes - Surf beat (non-linear interactions can be responsible of substantial flooding) & 3D effects - Monitoring and learning - Scale up in other areas - Lessons for successful implementation - Evaluation of protection provided by reefs globally and regionally / Mapping Ocean Wealth - http://oceanwealth.org - Extend to other ecosystems Next steps
  • 29.
  • 31. Borja G. Reguero borja_reguero@tnc.org Thank you