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Simulating flood-peak probability in the Rhine basin and the effect of climate change

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Simulating flood-peak probability in the Rhine basin and the effect of climate change Institute for Environmental Studies (IVM) Aline te Linde (IVM - VU / Deltares) Jeroen Aerts (IVM -…
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  1. Simulating flood-peak probability in the Rhine basin and the effect of climate change Institute for Environmental Studies (IVM) Aline te Linde (IVM - VU / Deltares) Jeroen Aerts (IVM - VU) Oxford – October 2, 2008
  2. Outline
    • Introduction
    • Method
    • - GRADE
    • Results
    • - Climate change scenarios
    • - Extreme value analysis
    • Conclusions
  3. Introduction ACER
    • Recent floods / droughts ? major damage
    • Climate change
    • Need for cross-boundary cooperation
    • GOAL:
    • test robustness of new cross-boundary adaptation strategies
  4. Rhine basin
    • Length: 1,320 km
    • Area 160,800 km 2
    • Mean Q 2,206 m 3 /s
    • Maximum observed 12,600 m 3 /s
    • Safety levels vary from 1/200 to 1/1250
    • 58 million inhabitants (10 million flood plain)
    • High economic relevance
    • Flood management strategies since beginning 19 th century
  5. Introduction
    • IKSR – Flood Action Plan
    • D – NL Working Group on Floods
    • EU Floods Directive
    • Do not take into account climate change
    • Research available*
    • Assumption – infinite dike height
    • Large uncertainty probability extreme events
    • Do not take into account effect of measures
    Flood management Climate change * (Kwadijk 1993, 1998; Middelkoop, 2001; Kleinn, 2003, 2005; Te Linde, 2007) Simulate low probability floods, combine impact of climate change impact of dike height
  6. Method
  7. Method - Hydrological modelling
    • Rainfall - runoff (HBV / VIC)
    • Implementing climate change scenario
    • Landuse change
    • 1D Hydrodynamic model (SOBEK)
    • Measures
    • Dike heightening
    • Dike relocation
    • Landuse change flood plain (friction)
    • Bypass
    • Detention area
    • Flooding (calibrated on 2D model)
    Field capacity Wilting point
  8. GRADE – Generator of rainfall and discharge extremes
    • Developed by Deltares, Waterdienst, KNMI
    • Implement
    • Climate change scenarios
    • Measures
    X Locations
  9. Climate change impact Lobith – mean monthly change Transient run
  10. Detention area – flooding
  11. Extreme value analysis yearly max. Q – Gumbel fit
    • 100 yrs observed
    • 1000 yrs resampled
  12. GEV distribution fit
  13. Results
  14. Conclusion
    • Method GRADE + extreme value analysis
      • possibility to analyse ensemble of events / bandwidth
      • narrows confidence interval extreme value distribution fit
    • Impact of
      • Detention area ? effect strongly depends on event size
      • Climate change ? peak events (flooding) expected to occur more frequently
      • Flooding ? Q > 12,000 m 3 /s - upstream flooding – lowers max. Q up to 20%
      • (Dike heightening will increase extreme peak discharge downstream)
    • Simulate combined effect
  15. This reseach is part of a ‘Climate Changes Spatial Planning’ project Thank you Adaptive Capacity to Extreme events in the Rhine basin (ACER) More information on: www.klimaatvoorruimte.nl (english version) and www.adaptation.nlacer [email_address]

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