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A matter of degree, here or there: Changing extreme daily rainfalls, Zarcero, Costa Rica.
Peter Waylen and Marvin Quesada Universidad de Costa Rica, San Ramón
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Flooding – Nosara, Costa Rica, October 5, 2018
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Four Americans and their guide drown during a rafting accident on the Naranjo River, Costa Rica – October 22, 2018.
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Zarcero
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Monthly Precipitation Regimes Gainesville and Zarcero
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Frequency Daily Probability Magnitude Daily Mean
Fifteen-day Moving Averages
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Definition of Variables
Prendergrass, A.G., 2018 Science, June 8th, vol. 360 p
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Precipitation Climatology
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Precipitation Climatology
North Atlantic Anticyclone H Northeast Trades
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Precipitation Climatology
Cross- Equatorial Westerlies 10 Inter-tropical Convergence Zone
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Dry Season – November-April
N.E. Trades ITCZ
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Pre-Veranillos – May -June
Trades ITCZ Cross- Equatorial Westerlies
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Veranillos– July-August
N.E. Trades ITCZ Cross- Equatorial Westerlies
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Post-Veranillos – September-October
N.E. Trades ITCZ Cross- Equatorial Westerlies
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Dry Season – November-April
N.E. Trades ITCZ
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Macro-scale Drivers of Precipitation Variability
HIGH LOW Pacific (ENSO) Central American Cordillera Atlantic (AMO)
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(AMO)
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El Niño - Southern Oscillation (ENSO)
13 Warm Phase (El Niño) Incomplete/missing rainfall records Source: FSU COAPS Japanese Met . Agency 13 Cold Phase (La Niña)
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Boring (but essential) Bits
Annual number of extremes (Poisson) 𝑝 𝑥=𝑛 = 𝑒 −Λ Λ n 𝑛! Λ = Mean number of occurrences per year Modified for seasonal occurrence (Non-homogeneous Poisson) 𝑝 𝑡 𝑥=𝑛 = 𝑒 − 𝜆 𝑡 𝜆 𝑡 𝑛 𝑛! 𝜆 𝑡 = Mean number of occurrences per year up to time t Magnitude above critical level (Exponential) 𝐹 𝑋≤𝑥 =1− (𝑒− 𝛼 𝑥 ) 𝛼=Average size of extremes above selected threshold
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INCREASING THE THRESHOLD THAT DEFINES EXTREME
Threshold = 60mm 60 80 100 120 140 160 180 200 Pcrit=60mm, # Events = 100, in 50yrs Λ = 100/50 = 2.0 Events per yr. Mean = 30mm over threshold (0r 90mm)
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INCREASING THE THRESHOLD THAT DEFINES EXTREME
Threshold = 60mm Threshold = 80mm 60 80 100 120 140 160 180 200 60 80 100 120 140 160 180 200 Pcrit=60mm, # Events = 100, in 50yrs Λ = 100/50 = 2.0 Events per yr. Mean = 30mm over threshold (0r 90mm) Pcrit=80mm,
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INCREASING THE THRESHOLD THAT DEFINES EXTREME
Threshold = 60mm Threshold = 80mm 60 80 100 120 140 160 180 200 60 80 100 120 140 160 180 200 Pcrit=60mm, # Events = 100, in 50yrs Λ = 100/50 = 2.0 Events per yr. Mean = 30mm over threshold (0r 90mm) Pcrit=80mm, # Events = 50, in 50yrs Λ = 50/50 = 1.0 Events per yr.
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INCREASING THE THRESHOLD THAT DEFINES EXTREME
Threshold = 60mm Threshold = 80mm 60 80 100 120 140 160 180 200 60 80 100 120 140 160 180 200 Pcrit=60mm, # Events = 100, in 50yrs Λ = 100/50 = 2.0 Events per yr. Mean = 30mm over threshold (0r 90mm) Pcrit=80mm, # Events = 50, in 50yrs Λ = 50/50 = 1.0 Events per yr. Mean = 30mm over threshold (or 110mm)
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INCREASING THE THRESHOLD THAT DEFINES EXTREME
Threshold = 60mm Threshold = 80mm 60 80 100 120 140 160 180 200 Threshold = 150mm 60 80 100 120 140 160 180 200 60 80 100 120 140 160 180 200 Pcrit=60mm, # Events = 100, in 50yrs Λ = 100/50 = 2.0 Events per yr. Mean = 30mm over threshold (0r 90mm) Pcrit=80mm, # Events = 50, in 50yrs Λ = 50/50 = 1.0 Events per yr. Mean = 30mm over threshold (or 110mm) Pcrit=150mm,
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INCREASING THE THRESHOLD THAT DEFINES EXTREME
Threshold = 60mm Threshold = 80mm 60 80 100 120 140 160 180 200 Threshold = 150mm 60 80 100 120 140 160 180 200 60 80 100 120 140 160 180 200 Pcrit=60mm, # Events = 100, in 50yrs Λ = 100/50 = 2.0 Events per yr. Mean = 30mm over threshold (0r 90mm) Pcrit=80mm, # Events = 50, in 50yrs Λ = 50/50 = 1.0 Events per yr. Mean = 30mm over threshold (or 110mm) Pcrit=150mm, # Events = 5, in 50yrs Λ = 5/50 = 0.1 Events per yr.
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INCREASING THE THRESHOLD THAT DEFINES EXTREME
Threshold = 60mm Threshold = 80mm 60 80 100 120 140 160 180 200 Threshold = 150mm 60 80 100 120 140 160 180 200 60 80 100 120 140 160 180 200 Pcrit=60mm, # Events = 100, in 50yrs Λ = 100/50 = 2.0 Events per yr. Mean = 30mm over threshold (0r 90mm) Pcrit=80mm, # Events = 50, in 50yrs Λ = 50/50 = 1.0 Events per yr. Mean = 30mm over threshold (or 110mm) Pcrit=150mm, # Events = 5, in 50yrs Λ = 5/50 = 0.1 Events per yr. Mean = 30mm over threshold (or 180mm)
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For Modeling Purposes, What is the Initial Critical Level?
In absence of “applied” answer, let the data speak for themselves. About 99% of all historic (56 years), non-zero, daily rainfall totals are less than 70mm.
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Annual Number of days with Extreme Rainfalls
AMO Phase
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Annual Average Number of Events – 1.41
AMO ENSO 1.33 1.08 Warm 1.05 1.40 Neutral 1.81 1.77 Cold
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Number and Timing of Events AMO ENSO
Between Drivers
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Number and Timing AMO ENSO Ext reme Phases
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Changes in Mean Number of Events.
Independence of Ocean Phases. ENSO Phase Period Warm Cold Neutral Sum Rel. Frequ. 4 7 15 0.268 12 20 0.357 5 11 21 0.375 13 30 56 1.000 0.232 0.536 Chi-squared contingency test: Insufficient evidence to reject null hypothesis of independence between frequency of ENSO phases and the phase of the AMO at the 0.05 level. (i.e. they seem to be independent).
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Thanks Caroline! Cai, W., Wang, G., Dewitte, B., Wu, L., Santoso, A., Takahashi, K., Yang, Y., Carréric, A. and McPhaden, M.J., Nature, 564(7735), p.201. Cheng, L., Abraham, J., Hausfather, Z. and Trenberth, K.E., How fast are the oceans warming?. Science, 363(6423), pp
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Changing the Critical Level AMO
Daily rainfall totals exhibit exponential-like distributions in their upper tail. ENSO
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Really Pushing It To The Extreme !
Closed Circles – data used in calibration Open Circles – data used for validation Exponential does not appear to model Extreme Tail Appropriately. Alternatives: Generalized Pareto Gamma Mixed Exponential
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Exponential ?
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Conlusions: Searching for simple linear-type trends is at best naïve.
Although still the largest known cause of interannual variability of climate, ENSO is not the only cause and its effect may be moderated or amplified by other variables. Such extant causes of variability, unless understood, can obscure any trends, yet once enumerated and accounted for, may actually highlight lower frequency changes. The empirical results that emerge concur with the behaviors observed in a variety of simulation studies. The exponential model of magnitudes is inadequate to represent the upper end of the distribution of daily rainfall totals. Particularly interested in pursuing the option of mixed exponentials with Prof. Patra.
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