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Storm water drainage and
retention framework for
Za’atari Refugee camp
Cedrick Gijsbertsen
• Problem statement
• Principles of the framework
• Building a Model
• Results / possible solutions
• Discussion
Content of presentation
Water at Za’atari
Refugee Camp
Two constraints
Water
surplus
Water
shortage
Problem statement
Storm events
(floods)
Draught – water shortage
Irregular rainfall
Intensity causes floods by surface runoff
(around 150 mm/year)
Problem statement
Alignment
districts and
roads not in line
with
demography
and landscape
Problem statement
No infiltration of
rainwater into
the soil.
Rainwater turns
into runoff.
Floods at the camp
Problem statement
Principles of the framework
• Find solutions that are:
• robust,
• simple,
• easy to understand/apply,
• affordable
• Find solutions based on the current
(urban) status quo
• Involve inhabitants and create
ownership
Storm water system is not simple
• for simple solutions a thorough analysis
was needed (one solution leads often to a
new problem)
• reports of earlier studies
• specific data was needed to identify
(future) constraints (DEM from RJGC )
• adjustment and checks of the accuracy of
surface elevation and current interventions
Principles of the framework
Building a model
• Identify constraints
• Provide insight in amounts and scale
• Design solution and visualise effects
• There’s no “one-size-fits-all solution”…
specific locations need customized solutions
Roads are constructed
on the terrain (slightly
elevated).
Acting as a barrier for
water flow
Building a model: Constraints
Constraint: Capacity of culverts
too small for the amount of runoffsufficient for amount of runoff
1 single rainfall event on this area
results in 18.000 m3 of water
That’s 7 Olympic sized swimming pools!
Interventions on larger scale needed
Drainage frame work
1. Improve capacity peak flow
2. Increase drainage of camp
3. Slow down, store and guide runoff
4. Facilitate and stimulate inhabitants
FASE 1
Main
drainage
structure
Fast drainage of the peak flow and storage in structure
Dimensions flexible based on available space (minimal 3m x 1m)
Densely populated, with
minimum “public space”
PHASE
2A
Secondary
drainage
structures
Guide surface runoff to main structure and storage
Facilitate inhabitants to connect to the system and improve drainage of
individual plots
PHASE
2A
Facilitate?
Responsibility and ownership for water on own plot
Inhabitants: Store water and connect to drainage structure
(manual labour)
UNHCR: Provide facilities (drainage structures) to connect to
Combine flood protection with storage
Slow down and decrease runoff water to areas with flood risk
Store water in areas without flood risk (harvest)
Provide water for vegetation and future runoff control
PHASE
2B
Collect
and store
Rainwater harvesting (collect & store) at locations without flooding
Use stored water for vegetation and more robust future water system
Collect & store
rainwater
Example
If all cabins can
collect and store
1,5 m3 of
rainwater,
floods can
decrease with
30%
Collect & store
Rooftop harvesting
Collect & store
In public area
Collect & store
In public area
Heavy rains for 30 minutes
1 hour after storm event
40% decrease of storm water on surface
Interventions upstream
Increase capacity of outflow (culverts)
downstream
For a shorter time
Less
water on
surface
UPSTREAM
DOWNSTREAM
Solution guidelines (summary)
MAIN DRAINAGE STRUCTURE
Increase capacity peak flow
Guide first flush out of the camp
Increase capacity culverts downstream
SECONDARY DRAINAGE STRUCTURES
Storage and guiding to main structure
Improve total drainage
Stimulate and facilitate water ownership on plots
RAINWATER HARVESTING (RWH)
Storage and guiding to main structure
Stored water for vegetation and runoff control
Stimulate RWH on plots
EXPAND OPPORTUNITIES RWH
Expand storage in drainage structures
Create awareness necessity green space
Discussion

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Presentation storm water drainage and retention framework for Za'atari Refugee Camp

  • 1. Storm water drainage and retention framework for Za’atari Refugee camp Cedrick Gijsbertsen
  • 2. • Problem statement • Principles of the framework • Building a Model • Results / possible solutions • Discussion Content of presentation
  • 3. Water at Za’atari Refugee Camp Two constraints Water surplus Water shortage Problem statement
  • 4. Storm events (floods) Draught – water shortage Irregular rainfall Intensity causes floods by surface runoff (around 150 mm/year) Problem statement
  • 5. Alignment districts and roads not in line with demography and landscape Problem statement No infiltration of rainwater into the soil. Rainwater turns into runoff.
  • 6. Floods at the camp Problem statement
  • 7. Principles of the framework • Find solutions that are: • robust, • simple, • easy to understand/apply, • affordable • Find solutions based on the current (urban) status quo • Involve inhabitants and create ownership
  • 8. Storm water system is not simple • for simple solutions a thorough analysis was needed (one solution leads often to a new problem) • reports of earlier studies • specific data was needed to identify (future) constraints (DEM from RJGC ) • adjustment and checks of the accuracy of surface elevation and current interventions Principles of the framework
  • 9. Building a model • Identify constraints • Provide insight in amounts and scale • Design solution and visualise effects • There’s no “one-size-fits-all solution”… specific locations need customized solutions
  • 10. Roads are constructed on the terrain (slightly elevated). Acting as a barrier for water flow Building a model: Constraints
  • 11. Constraint: Capacity of culverts too small for the amount of runoffsufficient for amount of runoff
  • 12. 1 single rainfall event on this area results in 18.000 m3 of water That’s 7 Olympic sized swimming pools! Interventions on larger scale needed
  • 13. Drainage frame work 1. Improve capacity peak flow 2. Increase drainage of camp 3. Slow down, store and guide runoff 4. Facilitate and stimulate inhabitants
  • 14. FASE 1 Main drainage structure Fast drainage of the peak flow and storage in structure Dimensions flexible based on available space (minimal 3m x 1m) Densely populated, with minimum “public space”
  • 15. PHASE 2A Secondary drainage structures Guide surface runoff to main structure and storage Facilitate inhabitants to connect to the system and improve drainage of individual plots
  • 16. PHASE 2A Facilitate? Responsibility and ownership for water on own plot Inhabitants: Store water and connect to drainage structure (manual labour) UNHCR: Provide facilities (drainage structures) to connect to
  • 17. Combine flood protection with storage Slow down and decrease runoff water to areas with flood risk Store water in areas without flood risk (harvest) Provide water for vegetation and future runoff control
  • 18. PHASE 2B Collect and store Rainwater harvesting (collect & store) at locations without flooding Use stored water for vegetation and more robust future water system
  • 19. Collect & store rainwater Example If all cabins can collect and store 1,5 m3 of rainwater, floods can decrease with 30% Collect & store Rooftop harvesting Collect & store In public area Collect & store In public area
  • 20.
  • 21. Heavy rains for 30 minutes
  • 22. 1 hour after storm event 40% decrease of storm water on surface
  • 23. Interventions upstream Increase capacity of outflow (culverts) downstream For a shorter time Less water on surface UPSTREAM DOWNSTREAM
  • 24. Solution guidelines (summary) MAIN DRAINAGE STRUCTURE Increase capacity peak flow Guide first flush out of the camp Increase capacity culverts downstream SECONDARY DRAINAGE STRUCTURES Storage and guiding to main structure Improve total drainage Stimulate and facilitate water ownership on plots RAINWATER HARVESTING (RWH) Storage and guiding to main structure Stored water for vegetation and runoff control Stimulate RWH on plots EXPAND OPPORTUNITIES RWH Expand storage in drainage structures Create awareness necessity green space