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EVERY DROP COUNTS!
Sean Patrick- 26th June
2013
Piloting Rainwater Harvesting for MUS
Dire Dawa, Ethiopia –
The lessons
Sean Patrick- 26th June
2013
Sand dams & Subsurface dams
• Small dam built on seasonal
riverbeds,
• the raised wall captures some of
the surface runoff and stored
within the coarse sand deposits
• Wall is built above ground,
• with a spillway to allow
continuous flow of water
downstream
Sean Patrick- 26th June
2013
Subsurface…
• SSD- impervious wall
constructed on a bedrock in
a trench across the
valley/stream
• Wall is below ground and
holds flow of a natural
aquifer
• Capacity for the dam
increased easily by adding
layer of concrete wall
Sean Patrick- 26th June
2013
The Lessons
• Institutional arrangements, Coordination and
Harmonization,
• Determining technology choices
• Technical design considerations, and
• MUS Field implementation considerations
Sean Patrick- 26th June
2013
Institutional, Coordination and
Harmonisation
• Participation is not a straight forward
concept
• High capacity demands
• Lateral and diagonal communication very
crucial though difficult
Sean Patrick- 26th June
2013
Technology choice
• Local resources available
• Topography factors
Sean Patrick- 26th June
2013
Technical design considerations
• MUS: proper needs and source
assessment takes time
• Projects need to be flexible to
accommodate possible design alterations
– Gravity water
– Deep trenching
Sean Patrick- 26th June
2013
MUS Field implementation
Financial implications
Cement vs clay
Machinery vs local labour
Timing matters- flash floods
Sean Patrick- 26th June
2013
Challenges for Replication
• Topographical suitability
(RB 25metres, hilly, soil- sand and gravel,
reservoir should be based upon impermeable
bedrock,
• High technical requirements
Not readily available in rural communities…
continued need for NGO support
Sean Patrick- 26th June
2013
Justification: Benefits Vs Cost
• Undeniable need of clean water in arid and semi-arid
areas
• Highly effective method in areas with limited rainfall
and dependable infrastructure
• Dam capacity expansion is cheaper; raising the walls
Sean Patrick- 26th June
2013
Justification…
• Strong community involvement, old system
improved
• Use of locally available resources and
• Substantial offshoot benefits: re-vegetations,
landscape management, new ecological zones
and agri-practises
Sean Patrick- 26th June
2013
Thank You
Sean Patrick- 26th June
2013

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Piloting rainwater harvesting for MUS in Dire Dawa, Ethiopia

  • 1. EVERY DROP COUNTS! Sean Patrick- 26th June 2013
  • 2. Piloting Rainwater Harvesting for MUS Dire Dawa, Ethiopia – The lessons Sean Patrick- 26th June 2013
  • 3. Sand dams & Subsurface dams • Small dam built on seasonal riverbeds, • the raised wall captures some of the surface runoff and stored within the coarse sand deposits • Wall is built above ground, • with a spillway to allow continuous flow of water downstream Sean Patrick- 26th June 2013
  • 4. Subsurface… • SSD- impervious wall constructed on a bedrock in a trench across the valley/stream • Wall is below ground and holds flow of a natural aquifer • Capacity for the dam increased easily by adding layer of concrete wall Sean Patrick- 26th June 2013
  • 5. The Lessons • Institutional arrangements, Coordination and Harmonization, • Determining technology choices • Technical design considerations, and • MUS Field implementation considerations Sean Patrick- 26th June 2013
  • 6. Institutional, Coordination and Harmonisation • Participation is not a straight forward concept • High capacity demands • Lateral and diagonal communication very crucial though difficult Sean Patrick- 26th June 2013
  • 7. Technology choice • Local resources available • Topography factors Sean Patrick- 26th June 2013
  • 8. Technical design considerations • MUS: proper needs and source assessment takes time • Projects need to be flexible to accommodate possible design alterations – Gravity water – Deep trenching Sean Patrick- 26th June 2013
  • 9. MUS Field implementation Financial implications Cement vs clay Machinery vs local labour Timing matters- flash floods Sean Patrick- 26th June 2013
  • 10. Challenges for Replication • Topographical suitability (RB 25metres, hilly, soil- sand and gravel, reservoir should be based upon impermeable bedrock, • High technical requirements Not readily available in rural communities… continued need for NGO support Sean Patrick- 26th June 2013
  • 11. Justification: Benefits Vs Cost • Undeniable need of clean water in arid and semi-arid areas • Highly effective method in areas with limited rainfall and dependable infrastructure • Dam capacity expansion is cheaper; raising the walls Sean Patrick- 26th June 2013
  • 12. Justification… • Strong community involvement, old system improved • Use of locally available resources and • Substantial offshoot benefits: re-vegetations, landscape management, new ecological zones and agri-practises Sean Patrick- 26th June 2013
  • 13. Thank You Sean Patrick- 26th June 2013

Editor's Notes

  1. Sand dams and subsurface dam Small dam built on seasonal riverbeds, the raised wall captures some of the surface runoff and stored within the coarse sand deposits Wall is built above ground, with a spillway to allow continuous flow of water downstream SSD- impervious wall constructed on a bedrock in a trench across the valley/stream Wall is below ground and holds flow of a natural aquifer