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Trends in Return Levels of Rainfall Extremes during the Trends in Return Levels of Rainfall Extremes during the

Trends in Return Levels of Rainfall Extremes during the - PowerPoint Presentation

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Trends in Return Levels of Rainfall Extremes during the - PPT Presentation

Typhoon Season in Taiwan PaoShin Chu Hanpei Zhang Kristine Tofte Department of Atmospheric Sciences University of Hawaii and Huiling Chang and TL Chen Central Weather Bureau Presented at the NCUs Department of Atmospheric Sciences 3282017 ID: 794826

precipitation return rainfall heavy return precipitation heavy rainfall level period trend extreme maximum parameter values annual gev event trends

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Slide1

Trends in Return Levels of Rainfall Extremes during the

Typhoon Season in Taiwan

Pao-Shin Chu,

Hanpei

Zhang, Kristine

Tofte

Department of Atmospheric Sciences, University of Hawaii

and

Huiling

Chang and T.L. Chen

Central Weather Bureau

Presented at the NCU’s Department of Atmospheric Sciences, 3/28/2017

Slide2

Three

different methods are commonly used to define extreme rainfall eventsDaily precipitation with amounts above

2

(

4

) inches is defined as a

heavy

(

very heavy

) event -

Karl et al. BAMS, 1996;

Groisman

et al., Climatic Change, 1999

Daily precipitation values associated with the

90

th

(

99

th

) percentile of the distribution as a

heavy

(

very heavy

) event –

Groisman

et al., BAMS, 2001

Annual maximum daily precipitation values associated with

1-yr

(

20-yr

)

return periods

as a

heavy

(

very heavy

) event –

Kunkel et al., J. Climate, 1999;

Groisman

et al., BAMS, 2001;

Zwiers

and

Kharin

, J. Climate, 1998

Slide3

Values are mean annual number of days

with daily precipitation above 50.8 mm (heavy) and 101.6 mm (very heavy) – Groisman

, Knight, Karl 2001

Slide4

Values are maximum daily precipitation (mm) associated with

90th (heavy) and 99th (very heavy) percentiles

of Jan and

July

precipitation

Slide5

Values are maximum daily precipitation (mm) associated with

1- (heavy

) and

20-yr

(

very heavy

)

return periods

.

Slide6

What is the

return period?The return period, also known as recurrence interval, is interpreted to be the average time between occurrence of events of that magnitude or greater. It is commonly used for engineering design (e.g., urban drainage, flood control), risk analysis, environmental regulation, and flood insurance

policy (flood hazard areas).

For example, a 100-yr rain storm has a 1% chance of being exceeded in any one year. However, there is no guarantee that a 100-yr event will occur within a 100-yr period. The probability of the 100-yr event occurring in a century is 0.634.

Slide7

Extreme Value Analysis

Extreme value analysis (EVA) refers to the use of extreme value theory for analyzing data where interest is in rare, or low probability, events (e.g., annual maximum 24-hr precipitation)

The R package in2extRemes from UCAR provides a graphical user interface (GUI) or windows to functions from a

ismev

package, along with some additional functionality of its own.

Slide8

Generalized

Extreme Value (GEV) distribution

]

1-1/

]

-1/

},

1

+

>

0

Here there are three parameters: a location (or shift) parameter

, a scale parameter

, and a shape parameter

.

1}.

 

CDF

Quantile function

Slide9

For a

stationary GEV, a cumulative distribution function given by (1)

where

μ

,

σ

and

ξ

are the

location, scale, and shape parameter, respectively.

Estimates of the extreme quantiles, known as the

return level

z

p

, corresponding to the

return period (τ) where p is the probability of occurrence

(2)

(3)

Slide10

Chu et al., 2009

Slide11

For the

non-stationary GEV, (4)

The

return level

z

p

becomes

(5)

It is now obvious that the

location

and

scale

parameters and the

return level

zp are also a function of time.

Slide12

A positive slope of the location parameter (µ

1 >0) will result in an increase in the return level, and vice versa. For a positive trend in the scale parameter (σ1 >0), the trend of return level will increase as p decreases, or return period τ increases. The opposite is true for a negative trend in the scale parameter.

Slide13

Station ID

Station Name

Data

GEV

GEV

466900

Danshui

+

+

+

466910

Anbu

+466920Taipei+466930Zhuzihu +466940Keelung +466950Pengjia Islet+

+

466990

Hualien

+ (*)

+

+

467080

Ilan

+

+

467350

Penghu+++467410Tainan++

+

467440

Kaohsiung

+

+

+

467490

Taichung

+

+

+

467530Alishan++467540Dawu+++467550Yushan++ + 467590Hengchun+ (*)++467610Chenggong  467620Lanyu+ (*) ++467650Riyuetan+++467660Taitung+++

* 10% significance level

Slide14

When a positive trend in the location parameter is embedded with a positive trend of the scale parameter, then the trends of 20- and 100-yr return level will be steeper than that of the 2-yr return level (e.g., Taichung).

Slide15

Zp

(return level) is exceeded by the annual maximum in any particular year with probability p.

Slide16

Slide17

Slide18

Slide19

Slide20

Perspective

Index

Definition

Unit

Intensity

SDII

Average precipitation intensity in wet days

mm/day

Frequency

R25

Annual total number of days with precipitation

25.4 mm

days

Magnitude

R5dAnnual maximum consecutive 5-day precipitation amountmmMagnitudeR95pFraction of annual total precipitation due to events exceeding the 1961-90 95th percentile%DroughtCDDAnnual maximum number of consecutive dry daysdays Climate Change Indices (WMO) for a standard comparison R50≥ 50 mmSDII, R50 (R25 for Hawaii), R5d, CDD

Slide21

Nonparametric Mann-Kendall test and Sen’s method

Mann-Kendall test assumes that the time series dataset obeys the model:For data pair xj and xk, where j>k, the sign is calculated:

The

test

statistic

S

is calculated:

If

n>10, the normal approximation statistics Y, which is based on S will be calculated. Positive (negative) S or Y means positive (negative) trend; the significance of the trend is estimated based on the Y value using the table of the standard normal distribution cumulative probabilities.

Slide22

Nonparametric Mann-Kendall test and Sen’s method

When using Sen’s method to estimate the slope of the trend, assume that f(t) in

can be represented by:

where

Q

is the slope to be estimated and

B

is a constant. The slopes of all data pairs are calculated using where j>k. The median of all these slopes of data pairs is the Sen’s estimator of slope. Mann-Kendall method tests whether the trend is increasing or decreasing and estimates the significance of the trend. Sen’s method quantifies the slope of this trend.

Missing values are allowed in these two methods, and the data need not conform to any particular

parametric

distribution. Besides, the

Sen’s

method is

robust against skewed distributions and outliers.

Slide23

JASO, 1950-2010

Chu, Chen, Lin, 2014: Atm. Sci. Lett.

Slide24

A distinct dry-wet condition

during the typhoon season since 1950

Changes in plain stations are more

consistent

among the 3 precipitation-related indices (SDII,

R50, R5d)

but not so

for stations in the CMR.

Slide25

Rainfall

intensity

Slide26

Heavy rainfall days

Slide27

Slide28

Slide29

Slide30

Slide31

Slide32

Slide33

Summary for Part II

A non-stationary GEV model is recently developed to examine trends in return levels for annual maximum 1-day precipitation amounts since 1960.The return-level threshold values are also found to change with time. For example, a rare storm with daily rainfall of 300 mm (20-yr return period) in 1960 has become a less rare event (4 to 5 yr return period) in 2009 on the Big Island.

An investigation of changes in return levels for the annual maximum 24-hr rainfall as induced by typhoons during the typhoon season (JASO) in Taiwan using a novel non-stationary GEV model

• Upward trends of return levels in extreme rainfall are noted for a majority of stations since 1958

The

return-level threshold values are

found

to change

with

time considerably.

For example, a

rare storm with daily rainfall of

390

mm (20-yr return period) in Taichung in 1958 has become a rather common storm event (~13-yr return period) in 2013. Heavy rainfall events have become more frequent over the last 56 years.• El Niño events favor high extreme rainfall in the following typhoon season for northern and eastern Taiwan, while low extreme rainfall is expected for the CMR and western Taiwan.

Slide34

Impact of this study

In the engineering design (e.g., urban drainage) and environmental regulations, return-period rainfall amounts are assumed to be constant at a given threshold level (e.g., 357 mm for a 100-yr return period). Because climate is changing, this assumption of

stationary precipitation climatology should be revisited.

Need to modify existing facilities and safety preparation (e.g., reservoirs, dams, high-impact structures) as heavy rainfall and flooding are common in a warming climate

Slide35

Chu et al., 2017: Trends in return levels of precipitation extremes during the typhoon season in Taiwan. In Prep.

Chen, Y.R., and P.-S. Chu, 2014: Trends in precipitation extremes and return levels in the Hawaiian Islands under a changing climate. Int. J. Climatol., 34, 3913-3925.Chu, P.-S., D.J. Chen, and P.-L. Lin, 2014: Trends in precipitation extremes during the typhoon season in Taiwan over the last 60 years. Atmos. Sci. Lett., 15, 37-43.Chu, P.-S., X. Zhao, Y. Ruan, and M. Grubbs, 2009: Extreme rainfall events in the Hawaiian Islands. J. Appl. Meteorol.

Climatol

., 48, 502-516.

Slide36

Thank you!