asher siebert, m. neil ward - rutgers...
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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 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
alizati
on
s
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
% o
f re
ali
zati
on
s
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
% o
f re
ali
zati
on
s
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
% o
f re
ali
zati
on
s
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
% o
f re
ali
zati
on
s
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
% o
f re
ali
zati
on
s
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
% o
f re
ali
zati
on
s
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
% o
f re
ali
zati
on
s
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
% o
f reali
zati
on
s
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
pro
bab
ilit
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