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Evaluating the risk of spatially extensive flooding

Evaluating the risk of spatially extensive flooding. Duncan Reed duncanreed@dwrconsult.demon.co.uk. An index of collective risk (4). … a c ollective r isk in dex for ge neral use:. But how is the effective number of independent sites, N e , defined?. If sites independent.

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Evaluating the risk of spatially extensive flooding

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  1. Evaluating the risk of spatially extensive flooding Duncan Reed duncanreed@dwrconsult.demon.co.uk

  2. An index of collective risk (4) … a collective risk index for general use: But how is the effective number of independent sites, Ne, defined?

  3. If sites independent The clever bit … MAGNITUDE Distribution of maxima over N sites Distribution of maxima at a typical site Standardised extreme value x lnN FREQUENCY Gumbel reduced variate, y = - ln ( - lnF)

  4. If sites partially dependent MAGNITUDE Distribution of maxima over N sites Distribution of maxima at a typical site lnNe Standardised extreme value x FREQUENCY Gumbel reduced variate, y = - ln ( - lnF)

  5. CRINGE = 1 (fully dependent) CRINGE = 0 (fully independent) Network maximum curve – actual MAGNITUDE Standardised extreme value x lnNe lnN FREQUENCY Gumbel reduced variate, y = - ln ( - lnF)

  6. A practical approach CRINGE = 1 – lnN/lnNe Ne = NCRINGE = 0 Ne = 1 CRINGE = 1

  7. Spatial dependence model for rainfall extremes CRINGE = 0.919- 0.085 lnAREA+ 0.051 lnN+ 0.027 lnD where: Nnumber of sites in network AREAarea spanned by network (km2) Drainfall duration (days) [Re-expression of Dales & Reed, 1989]

  8. Definition of area spanned dbaris mean inter-site distance Spanning area taken as AREA = 2.5 (dbar)2 1 d12 d13 2 d23 3

  9. Example: 1-day maximum rainfall AREA km2 CRINGE Number of insured units

  10. Example: 90-day maximum rainfall AREA km2 CRINGE Number of insured units

  11. Why effect greater for floods • Extreme rainfalls that lead to flooding tend to be those occurring when soils are already primed. Such conditions tend to be strongly seasonal and – when they occur – more spatially widespread than typical rainfall extremes. • Highly permeable catchments struggle to flood other than spatially extensively.

  12. Spatial dependence in floods (1) • Koltun & Sherwood (1999) study pairwise dependence in flooding for streamflows in Ohio • They index dependence by a ratio of counts: • They have to make quite a lot of assumptions about what constitutes an “event”

  13. Spatial dependence in floods (2) • Koltun & Sherwood relate their index to: • Inter-catchment distance • Mean size of the catchments • Relative size of the catchments • Inter-catchment orientation • They use logistic regression to force the dependence to lie between the independent and fully dependent cases.

  14. Suggested developments (1) • Use Dales & Reed model of spatial dependence in rainfall extremes to compare CRINGE factors for Portfolios A and B • Adopt nominal values of rainfall duration, such as: • D = 0.05 days for storm-sewers • D = 30 days for groundwater-fed rivers • D = 1.0 otherwise

  15. Suggested developments (2) • Generalise a spatial dependence model for river flooding, taking the best from the Dales & Reed and Koltun & Sherwood approaches • Vary the method to allow CRINGE to reflect the much larger insured units at some sites • Consider applications to extreme values of other variables, especially drought

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