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The Impact of First Flush Removal on Rainwater Quality and Rainwater Harvesting Systems’ Reliability in Rural Rwanda Kelly C. Doyle  –  Montgomery Associates: Resource Solutions Dr. Peter Shanahan  –  Massachusetts Institute of Technology May 17, 2010
Outline ,[object Object],[object Object],[object Object],[object Object],[object Object]
Project Details ,[object Object],[object Object],[object Object],[object Object],African Conservation Foundation
Project Context ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Average Monthly Rainfall Distribution Rainfall Depth (mm)
Rainwater Tanks 2007
[object Object],Trackers’ House-42.5 m 3 Primary School-40 m 3 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Rainwater Tanks 2008
The  first portion  of the total discharged storm volume which contains the  main proportion  of the pollutant load during a storm event  (Bertrand-Krajewski et al. 1998)  What is the First Flush?
Constant Volume Diverter Storage tank Gutters Diversion pipe Removable cap Tank inlet Courtesy of Matt Stevenson
Research Questions ,[object Object],[object Object]
The GIZMO ,[object Object]
New Clinic Roof (CL) First setup: 0.66 mm rain Second setup: 1.34 mm rain Roof material: new iron sheets Location: close proximity to road
Rusty Roof House (HS) Roof material: old, rusty iron sheets Location: far from vehicle road Captures first 1.45 mm of rain
Potato House (PT) Roof material: old clay tiles Location: moderate distance from vehicle road Captures first 1.61 mm of rain
Water Quality ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Turbidity Reduction Trends-CL
Turbidity Reduction Trends-HS
Turbidity Reduction Trends-PT
Previous Work ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Recommendation to divert 1st mm of runoff: Turbidity reduction
Storage-Reliability-Yield (SRY) Simulation Model q = time-based reliability d f  = # days demand is not met n = total days in study
SRY Simulation Results ,[object Object],15% losses, 1 mm diversion after 3 consecutive days each with < 1mm rain X   X   Storage (m) Storage (m) Yield Yield
Effect of FF Diversion on Reliability in Bisate 7 days 4 days 6 days Additional days not meeting demand with first flush diversion 1.7% 1.0% 1.5% Reduction in reliability from diversion scheme 87% 30% 91% 15% losses, 1 mm diversion after three consecutive days each with <1 mm rain 89% 31% 92% 15% losses, no diversion Trackers’ House Primary School Health Clinic Scenario Reliability (%)
Conclusions ,[object Object],[object Object],[object Object],[object Object],Rainwater from the gutters Diverted first flush Removal cap to empty pipe with chain Soak-away pit  Cleaner water to main tank
Murakoze Cyane! ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Questions?
Storage-Reliability-Yield (SRY) Simulation Model ,[object Object],[object Object],[object Object],[object Object],[object Object],α  = yield fraction [unitless] y = yield [m 3 /day] μ dp  = avg. daily precip [m/day] A c  = roof area [1 m 3 ] S r  = physical storage ratio [m] s = tank storage capacity [m 3 ] A c  = roof area [1 m 3 ] q = time-based reliability d f  = # days demand is not met n = total days in study
Pseudo-daily Rainfall Generation ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

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EWRI: Kelly Doyle's Presentaiton- The Impact of First Flush Removal on Rainwater Quality and Rainwater Harvesting Systems’ Reliability in Rural Rwanda

  • 1. The Impact of First Flush Removal on Rainwater Quality and Rainwater Harvesting Systems’ Reliability in Rural Rwanda Kelly C. Doyle – Montgomery Associates: Resource Solutions Dr. Peter Shanahan – Massachusetts Institute of Technology May 17, 2010
  • 2.
  • 3.
  • 4.
  • 5. Average Monthly Rainfall Distribution Rainfall Depth (mm)
  • 7.
  • 8. The first portion of the total discharged storm volume which contains the main proportion of the pollutant load during a storm event (Bertrand-Krajewski et al. 1998) What is the First Flush?
  • 9. Constant Volume Diverter Storage tank Gutters Diversion pipe Removable cap Tank inlet Courtesy of Matt Stevenson
  • 10.
  • 11.
  • 12. New Clinic Roof (CL) First setup: 0.66 mm rain Second setup: 1.34 mm rain Roof material: new iron sheets Location: close proximity to road
  • 13. Rusty Roof House (HS) Roof material: old, rusty iron sheets Location: far from vehicle road Captures first 1.45 mm of rain
  • 14. Potato House (PT) Roof material: old clay tiles Location: moderate distance from vehicle road Captures first 1.61 mm of rain
  • 15.
  • 19.
  • 20. Recommendation to divert 1st mm of runoff: Turbidity reduction
  • 21. Storage-Reliability-Yield (SRY) Simulation Model q = time-based reliability d f = # days demand is not met n = total days in study
  • 22.
  • 23. Effect of FF Diversion on Reliability in Bisate 7 days 4 days 6 days Additional days not meeting demand with first flush diversion 1.7% 1.0% 1.5% Reduction in reliability from diversion scheme 87% 30% 91% 15% losses, 1 mm diversion after three consecutive days each with <1 mm rain 89% 31% 92% 15% losses, no diversion Trackers’ House Primary School Health Clinic Scenario Reliability (%)
  • 24.
  • 25.
  • 27.
  • 28.