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Future Occurrence of Threshold-Crossing Seasonal Rainfall Totals: Methodology and Application to Sites in Africa Asher Siebert, M. Neil Ward Parameter Village 2011-2040 2071 -2100 Bias 1/8 Tiby 0.54 0.19 Mbola 0.54 0.19 Mwandama 0.6 0.22 Dertu 0.61 0.27 Conclusions Key References •Azzalini, A., 1985: A Class of Distributions which Includes the Normal Ones. Scandanavian Journal of Statistics, 12, pp. 171-178. •Hellmuth M.E., Osgood D.E., Hess U., Moorhead A. and Bhojwani H. (eds) 2009; Index insurance and climate risk: Prospects for development and disaster management. Climate and Society No. 2. International Research Institute for Climate and Society (IRI), Columbia University, New York, USA. •Janowiak, J. E. and P. Xie, 1999: CAMS-OPI: A global satellite-rain gauge merged product for real-time precipitation monitoring applications, Journal of Climate, 12, pp. 3335-3342. •Katz, R. W., and B. G. Brown, 1994: Sensitivity of Extreme Events to Climate Change: The Case of Autocorrelated Time Series, Environmetrics, 5, pp. 451-462. •Kharin, V. V., F. W. Zwiers, X. Zhang, and G. C. Hegerl, 2007: Changes in Temperature and Precipitation Extremes in the IPCC Ensemble of Global Coupled Model Simulations, Journal of Climate, 20, pp. 1420-1444. •Livezey, R.E., K. Y. Vinnikov, M. M. Timofeyava, R. Tinker, and H. M. van den Dool, 2007: Estimation and Extrapolation of Climate Normals and Climatic Trends, Journal of Applied Meteorology and Climatology, 46, pp. 1759-1776. •Zhang, X., F. W. Zwiers, and G. Li, 2004: Monte Carlo Experiments on the Detection of Trends in Extreme Values, Journal of Climate, 17, pp. 1945-1952 •Relatively modest changes in mean precipitation (+/- 10%) can imply a two fold change in extreme event frequency (even without change in distribution shape) •The use of evolving thresholds can reduce bias considerably. •The addition of MDV adds to spread of possible outcomes and increases the risk of periods of very high extreme event frequency. •The increase in extreme dry years in a drying trend, is much greater than, the decrease in extreme dry years in an upward rainfall trend •For a given percent shift in the mean precipitation, the ratio of the variance/mean will have a significant impact on the frequency of extreme events •Properly characterizing the shape (e.g. skew) of the distribution (particularly the extreme tail) will be very important in determining the expected change in extreme event frequency Future Work •Flooding •Regional focus (example: West African Sahel) •Integration with hydrology or other drought metrics •More sophisticated representation of trends •Extreme value distributions (theory) •Exploring distribution shape change over time • Better methodology for threshold updating (making a better decadal nowcastof the 30-year event frequency) •Taking a statistical modeling and simulation approach, to understand and estimate changes in extreme weather/climate event frequency, in the presence of global change (GC) and multidecadal variability (MDV) •To target risk management applications - notably index insurance Motivation •This research grew out of a drought index insurance project targeted for the Millennium Villages and supported by Swiss Re •CAMS-OPI monthly rainfall was one source used as the basis for determining drought frequency •Tiby, Mali (high skew, moderate climatology), Dertu, Kenya (positive skew, dry climatology), Mbola, Tanzania (negative skew, wet climatology) and Mwandama, Malawi (positive skew, wet climatology) Method and Villages Fixed vs. Evolving Thresholds Effects of a 10% change with Fixed Thresholds Ratio of Evolving to Fixed Threshold Results GC with Fixed Thresholds Baseline - No GC and no MDV MDV v. Baseline MDV+GC with Fixed Thresholds MDV+GC with Evolving Thresholds We model seasonal rainfall using the Normal Distribution and the Skew Normal Distribution Frequencies for the 1 in 8 (heavy black line) and 1 in 20 (light black line) events are defined: (i) fixed, based on 1979-2008; (ii) evolving, always using the previous 30 year period. Bias grows during 21 st Century using (i), but is almost stationary and greatly reduced using (ii). Top panels are +10% GC and bottom panels are -10% GC. Area under the curve to the left of the yellow lines represents the frequency of extreme events: showing a marked increase for the blue curve (a 10% decline in rainfall) and decline in frequency for the red curve (a 10% increase in rainfall). Estimates of the frequency change can be quite sensitive to skew. Counts of the number of events in a 30-year period. Expected value for 1 in 8 event is 3.75 and for 1 in 20 event is 1.5. These types of charts show the spread derived from Monte Carlo simulations, under different scenario assumptions. All results here are for the normal distribution. When GC is included (the following charts), results are for the 30 year period 2071-2100. Results that Include MDV In the simulations here, MDV is represented by AR(1) process with lag 1 r = 0.6. Top panels show the increase in spread from simply adding MDV Middle panels shows the very large bias and spread when thresholds are held fixed. Bottom panels show that bias is reduced, but spread is still large, when thresholds are updated. More sophisticated updating schemes may further reduce bias and also spread in the presence of MDV. Spread is a big problem for index insurance, it increases uncertainty and the risk of very extreme 30-year periods (eg for Tiby, there is an example of a 30-year period with 13 1 in 8events). 1/8th thresholds 0 5 10 15 20 25 30 0 1 2 3 4 5 6 7 8 9 10 threshold crossing frequency % of realizations Experiment 0 (no MDV) 1/20th thresholds 0 5 10 15 20 25 30 35 0 1 2 3 4 5 threshold crossing frequency % of realizations Experiment 0 (no MDV) Normal IV +10% 1/8th thresholds 0 5 10 15 20 25 30 0 1 2 3 4 5 6 7 8 9 thresholds crossing frequency % of realizations Tiby Mbola Mwandama Dertu Normal IV -10% 1/8th thresholds 0 5 10 15 20 25 0 1 2 3 4 5 6 7 8 9 10 threshold crossing frequency % of realizations Tiby Mbola Mwandama Dertu 1/8th thresholds 0 5 10 15 20 25 30 0 1 2 3 4 5 6 7 8 9 10 11 threshold crossing frequency % of realizations Experiment 0 (no MDV) Experiment 3 (MDV) 1/20th thresholds 0 5 10 15 20 25 30 35 40 0 1 2 3 4 5 6 7 8 9 threshold crossing frequency % of realizations Experiment 0 (no MDV) Experiment 3 (MDV) -10% 1/20th thresholds 0 5 10 15 20 25 0 2 4 6 8 10 12 14 16 threshold crossing frequency % of realizations Tiby Mbola Mwandama Dertu -10% 1/8th thresholds 0 5 10 15 20 0 2 4 6 8 10 12 14 16 18 20 22 threshold crossing frequency % of realizations Tiby Mbola Mwandama Dertu -10% 1/8th thresholds 0 5 10 15 20 0 1 2 3 4 5 6 7 8 9 10 11 12 13 threshold crossing frequency % of realizations Tiby Mbola Mwandama Dertu -10% 1/20th thresholds 0 5 10 15 20 25 30 0 1 2 3 4 5 6 7 8 threshold crossing frequency % of realizations Tiby Mbola Mwandama Dertu Distribution PDFs and thresholds 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 -5 -3 -1 1 3 5 standard deviations probability Tiby SN Dertu SN Mbola SN Mwandama SN Normal Tiby thresholds Dertu thresholds Mbola thresholds Mwandama thresholds Normal thresholds Tiby Skew Normal 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 -5 -3 -1 1 3 5 standard deviations probability unaltered 10% -10% thresholds Tiby Normal 0 0.2 0.4 0.6 0.8 1 -5 -3 -1 1 3 5 standard deviations probability unaltered 10% -10% thresholds Occurrence Frequency (fraction of years) Occurrence Frequency (fraction of years) 1/8th threshold 1/20th threshold 1/8th threshold 1/20th threshold Sub-basin r 1 Average COV Range of COV Koulikoro (upper) 0.60 0.32 0.29-0.55 Dire (inland delta) 0.73 0.31 0.12-1.22 Niamey (middle) 0.70 0.28 0.11-1.35 Preliminary Analysis from Niger River Streamflow Data Hydroclimatic Changes in the Sahel (W. Africa) 0 500 1000 1500 2000 2500 1940 1960 1980 2000 2020 streamflow m^3/s year Koulikoro annual (upper) May-Apr 0 500 1000 1500 2000 1940 1960 1980 2000 2020 streamflow m^3/s year Dire annual (inland delta) Jul-Jun 0 500 1000 1500 1940 1960 1980 2000 2020 streamflow m^3/s year Niamey annual (middle) Jul-Jun Comparing Wet epoch (1950-69), Dry epoch (1970-93), Wet epoch (1994-2010) Left Panel: Moving from Wet Epoch To Dry Epoch Right Panel: Moving from Dry Epoch To Wet Epoch ZINDER (14N, 9E) OUAHIGOUYA (14N, 2W) All streamflow data was provided by the Niger Basin Authority Lag correlation (r 1 ) is for annual, coefficient of variation(COV) is calculated for monthly indices The location of the four case study sites superimposed on the 1979-2008 annual rainfall climatology (mm: based on the CAMS-OPI rainfall dataset) Scatterplot of climatological mean rainfall vs the skew statistic based on calculations for the rainy season at every gridbox in tropical Africa Statistical properties of actual observed change, to inform further development of the statistical modeling system, and regional risk management challenges SD decreases in dry epoch SD increases in wet epoch but in most cases here first-order impact on the tail is change in mean, not SD Lag 1 autocorrelation=0.50 Lag 1 autocorrelation=0.46 r = -0.46 Notes: (i) Based on available stations in NOAA/NCDC GHCN dataset, (ii) actual northern limit used is the 100mm isohyet, (iii) autocorrelation shown is for 1950-2009, for comparison with Niger River result below July-September Sahel Rainfall Indices 1950-2011 All Sahel: 18W-32E, 10N-18N Westernmost: 18W-10W, 10N-18N We focus on 1 in 8 and 1 in 20 events. Thresholds shown below assuming normal and skew normal (SN) i ii

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Page 1: Asher Siebert, M. Neil Ward - Rutgers Universitygeography.rutgers.edu/images/stories/_PDFS/asher_wcrp_osc poster.… · Asher Siebert, M. Neil Ward Parameter Village 2011-2040 2071

Future Occurrence of Threshold-Crossing Seasonal Rainfall Totals: Methodology and Application to Sites in Africa

Asher Siebert, M. Neil Ward

Parameter Village 2011-2040 2071 -2100 Bias 1/8 Tiby 0.54 0.19

Mbola 0.54 0.19 Mwandama 0.6 0.22 Dertu 0.61 0.27

Conclusions

Key References • Azzalini, A., 1985: A Class of Distributions which Includes the Normal Ones. Scandanavian Journal of Statistics, 12, pp. 171-178. • Hellmuth M.E., Osgood D.E., Hess U., Moorhead A. and Bhojwani H. (eds) 2009; Index insurance and climate risk: Prospects for development and disaster management. Climate and Society No. 2. International Research Institute for Climate and Society (IRI), Columbia University, New York, USA. • Janowiak, J. E. and P. Xie, 1999: CAMS-OPI: A global satellite-rain gauge merged product for real-time precipitation monitoring applications, Journal of Climate, 12, pp. 3335-3342. • Katz, R. W., and B. G. Brown, 1994: Sensitivity of Extreme Events to Climate Change: The Case of Autocorrelated Time Series, Environmetrics, 5, pp. 451-462. • Kharin, V. V., F. W. Zwiers, X. Zhang, and G. C. Hegerl, 2007: Changes in Temperature and Precipitation Extremes in the IPCC Ensemble of Global Coupled Model Simulations, Journal of Climate, 20, pp. 1420-1444. • Livezey, R.E., K. Y. Vinnikov, M. M. Timofeyava, R. Tinker, and H. M. van den Dool, 2007: Estimation and Extrapolation of Climate Normals and Climatic Trends, Journal of Applied Meteorology and Climatology, 46, pp. 1759-1776. • Zhang, X., F. W. Zwiers, and G. Li, 2004: Monte Carlo Experiments on the Detection of Trends in Extreme Values, Journal of Climate, 17, pp. 1945-1952

• Relatively modest changes in mean precipitation (+/- 10%) can imply a two fold change in extreme event frequency (even without change in distribution shape) • The use of evolving thresholds can reduce bias considerably. • The addition of MDV adds to spread of possible outcomes and increases the risk of periods of very high extreme event frequency. • The increase in extreme dry years in a drying trend, is much greater than, the decrease in extreme dry years in an upward rainfall trend • For a given percent shift in the mean precipitation, the ratio of the variance/mean will have a significant impact on the frequency of extreme events • Properly characterizing the shape (e.g. skew) of the distribution (particularly the extreme tail) will be very important in determining the expected change in extreme event frequency

Future Work • Flooding • Regional focus (example: West African Sahel) • Integration with hydrology or other drought metrics • More sophisticated representation of trends • Extreme value distributions (theory) • Exploring distribution shape change over time •  Better methodology for threshold updating (making a better “decadal nowcast” of the 30-year event frequency)

• Taking a statistical modeling and simulation approach, to understand and estimate changes in extreme weather/climate event frequency, in the presence of global change (GC) and multidecadal variability (MDV) • To target risk management applications - notably index insurance

Motivation

• This research grew out of a drought index insurance project targeted for the Millennium Villages and supported by Swiss Re • CAMS-OPI monthly rainfall was one source used as the basis for determining drought frequency • Ti b y, M a l i ( h i g h s k e w, moderate climatology), Dertu, Kenya (positive skew, dry climatology), Mbola, Tanzania ( n e g a t i v e s k e w , w e t climatology) and Mwandama, Malawi (positive skew, wet climatology)

Method and Villages

Fixed vs. Evolving Thresholds

Effects of a 10% change with Fixed Thresholds

Ratio of Evolving to Fixed Threshold Results

GC with Fixed Thresholds

Baseline - No GC and no MDV

MDV v. Baseline

MDV+GC with Fixed Thresholds

MDV+GC with Evolving Thresholds

We model seasonal rainfall using the Normal Distribution and the Skew Normal Distribution

Frequencies for the 1 in 8 (heavy black line) and 1 in 20 (light black line) events are defined: (i) fixed, based on 1979-2008; (ii) evolving, always using the previous 30 year period. Bias grows during 21st Century using (i), but is almost stationary and greatly reduced using (ii). Top panels are +10% GC and bottom panels are -10% GC.

Area under the curve to the left of the yellow lines represents the frequency of extreme events: showing a marked increase for the blue curve (a 10% decline in rainfall) and decline in frequency for the red curve (a 10% increase in rainfall). Estimates of the frequency change can be quite sensitive to skew.

Counts of the number of events in a 30-year period. Expected value for 1 in 8 event is 3.75 and for 1 in 20 event is 1.5. These types of charts show the spread derived from Monte Carlo simulations, under different scenario assumptions. All results here are for the normal distribution. When GC is included (the following charts), results are for the 30 year period 2071-2100.

Results that Include MDV In the simulations here, MDV is represented by AR(1) process with lag 1 r = 0.6. Top panels show the increase in spread from simply adding MDV Middle panels shows the very large bias and spread when thresholds are held fixed. Bottom panels show that bias is reduced, but spread is still large, when thresholds are updated. More sophisticated updating schemes may further reduce bias and also spread in the presence of MDV. Spread is a big problem for index insurance, it increases uncertainty and the risk of very extreme 30-year periods (eg for Tiby, there is an example of a 30-year period with 13 “1 in 8” events).

1/8th thresholds

0

5

10

15

20

25

30

0 1 2 3 4 5 6 7 8 9 10

threshold crossing frequency

% o

f re

alizati

on

s

Experiment 0 (no MDV)

1/20th thresholds

0

5

10

15

20

25

30

35

0 1 2 3 4 5

threshold crossing frequency

% o

f re

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Experiment 0 (no MDV)

Normal IV +10% 1/8th thresholds

0

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10

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20

25

30

0 1 2 3 4 5 6 7 8 9

thresholds crossing frequency

% o

f re

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zati

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Tiby Mbola Mwandama Dertu

Normal IV -10% 1/8th thresholds

0

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0 1 2 3 4 5 6 7 8 9 10

threshold crossing frequency

% o

f re

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Tiby Mbola Mwandama Dertu

1/8th thresholds

0

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0 1 2 3 4 5 6 7 8 9 10 11

threshold crossing frequency

% o

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Experiment 0 (no MDV) Experiment 3 (MDV)

1/20th thresholds

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35

40

0 1 2 3 4 5 6 7 8 9

threshold crossing frequency

% o

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Experiment 0 (no MDV) Experiment 3 (MDV)

-10% 1/20th thresholds

0

5

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0 2 4 6 8 10 12 14 16

threshold crossing frequency

% o

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Tiby Mbola Mwandama Dertu

-10% 1/8th thresholds

0

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0 2 4 6 8 10 12 14 16 18 20 22

threshold crossing frequency

% o

f re

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Tiby Mbola Mwandama Dertu

-10% 1/8th thresholds

0

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0 1 2 3 4 5 6 7 8 9 10 11 12 13

threshold crossing frequency

% o

f re

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Tiby Mbola Mwandama Dertu

-10% 1/20th thresholds

0

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30

0 1 2 3 4 5 6 7 8

threshold crossing frequency

% o

f reali

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Tiby Mbola Mwandama Dertu

Distribution PDFs and thresholds

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

0.45

-5 -3 -1 1 3 5

standard deviations

pro

bab

ilit

y

Tiby SN Dertu SN Mbola SN

Mwandama SN Normal Tiby thresholds

Dertu thresholds Mbola thresholds Mwandama thresholds

Normal thresholds

Tiby Skew Normal

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

-5 -3 -1 1 3 5

standard deviations

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bab

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y

unaltered 10% -10% thresholds

Tiby Normal

0

0.2

0.4

0.6

0.8

1

-5 -3 -1 1 3 5

standard deviations

pro

bab

ilit

y

unaltered 10% -10% thresholds

Occurrence Frequency (fraction of years)

Occurrence Frequency (fraction of years)

1/8th threshold

1/20th threshold 1/8th threshold

1/20th threshold

Sub-basin r1 Average COV Range of COV

Koulikoro (upper)

0.60 0.32 0.29-0.55

Dire (inland delta)

0.73 0.31 0.12-1.22

Niamey (middle)

0.70 0.28 0.11-1.35

Preliminary Analysis from Niger River Streamflow Data

Hydroclimatic Changes in the Sahel (W. Africa)

0

500

1000

1500

2000

2500

1940 1960 1980 2000 2020 stre

amflo

w m

^3/s

year

Koulikoro annual (upper) May-Apr

0

500

1000

1500

2000

1940 1960 1980 2000 2020 stre

amflo

w m

^3/s

year

Dire annual (inland delta) Jul-Jun

0

500

1000

1500

1940 1960 1980 2000 2020 stre

amflo

w m

^3/s

year

Niamey annual (middle) Jul-Jun

Comparing Wet epoch (1950-69), Dry epoch (1970-93), Wet epoch (1994-2010)

Left Panel: Moving from Wet Epoch To Dry Epoch

Right Panel: Moving from Dry Epoch To Wet Epoch

ZINDER (14N, 9E) OUAHIGOUYA (14N, 2W)

•  All streamflow data was provided by the Niger Basin Authority

•  Lag correlation (r1) is for annual, coefficient of variation(COV) is calculated for monthly indices

The location of the four case study sites superimposed on the 1979-2008 annual rainfall climatology (mm: based on the CAMS-OPI rainfall dataset)

Scatterplot of climatological mean rainfall vs the skew statistic based on calculations for the rainy season at every gridbox in tropical Africa

Statistical properties of actual observed change, to inform further development of the statistical modeling system, and regional risk management challenges

SD decreases in dry epoch SD increases in wet epoch but in most cases here first-order impact on the tail is change in mean, not SD

Lag 1 autocorrelation=0.50 Lag 1 autocorrelation=0.46

r = -0.46

Notes: (i) Based on available stations in NOAA/NCDC GHCN dataset, (ii) actual northern limit used is the 100mm isohyet, (iii) autocorrelation shown is for 1950-2009, for comparison with Niger River result below

July-September Sahel Rainfall Indices 1950-2011 All Sahel: 18W-32E, 10N-18N Westernmost: 18W-10W, 10N-18N

We focus on 1 in 8 and 1 in 20 events. Thresholds shown below assuming normal and skew normal (SN)

i ii