Since the SAR, there has been more attention paid to the analysis of extreme events in climate models. Unfortunately, none of the major intercomparison projects such as AMIP and CMIP have had diagnostic sub-projects that concentrated on analyses of extreme events. Very few coupled models have been subjected to any form of systematic extreme event analysis. Intercomparison of extreme events between models is also made very difficult due to the lack of consistent methodologies amongst the various analyses and also to the lack of access to high-frequency (at least daily) model data. Analysis has also been limited by the comparatively low resolution at which most models are run, this presents difficulties since most extreme events are envisaged to occur at the regional scale and have comparatively short lifetimes. However other forms of extreme event analysis have been developed which use the large-scale fields produced by a climate model and produce various indices of extreme events; such indices include maximum potential intensity of tropical cyclones (Holland, 1997) or maps of 20-year return values of variables such as precipitation or maximum temperature (Zwiers and Kharin, 1998) (a 20-year return value implies that the value given is reached once in every 20 years).
In this chapter we assess the following types of extreme events that can be presented in terms of global patterns; frequency of tropical cyclones, daily maximum and minimum temperature, length of hot or cold spells, and precipitation intensity and frequency (floods and droughts). While it is arguable that extra-tropical cyclones belong to the class of “extreme events” we choose to include them here for consistency with other chapters. Table 8.4 summarises the climate models and the types of extreme events that have been analysed since the SAR. Assessments of extreme events that are purely local or regional are discussed in Chapter 10.
Table 8.4: Analyses of extreme events in GCMs since the SAR. Wherever possible the model names have been made consistent with Table 8.1; however, since much of the analysis has been done with AGCMs alone (and often with comparatively old model versions) there often is no correspondence between these two tables. The references given refer to the particular analysis used, and are not necessarily tied to a specific model description. | |||||||
Names |
References
|
Characteristics
|
Extreme events
|
||||
AGCM
|
OGCM
|
T
|
Pr
|
ETC
|
TC
|
||
ARPEGE-C | Royer et al.,1998 |
T42, L30
|
no
|
F,G
|
|||
CCC2 | Zwiers and Kharin, 1998 |
T32, L10
|
no
|
D,L,R
|
D,L,R
|
P
|
P
|
CCM | Tsutsui and Kasahara, 1996 |
T42, L18
|
no
|
F,G
|
|||
Zhang and Wang, 1997 |
T42, L18
|
no
|
F
|
||||
Kothavala, 1997 |
T42L18
|
no
|
E
|
||||
CGCM1 | Kharin and Zwiers, 2000 |
T32, L10
|
T64, L29
|
D,L.R
|
D,L,R
|
P
|
P
|
CSIRO | Watterson et al., 1995 |
R21, L9
|
no
|
F,G
|
|||
Walsh and Pittock, 1998 |
R21, L9
|
no
|
E
|
I,T,W
|
|||
Schubert et al., 1998 |
R21, L9
|
no
|
D,E
|
||||
ECHAM | Bengtsson et al., 1995, 1996, 1999 |
T106, L19
|
no
|
F,I,N
|
|||
Lunkeit et al., 1996 |
ECHAM2
|
OPYC
|
M
|
||||
Beersma et al., 1997 |
ECHAM3
|
no
|
F,S
|
||||
Christoph et al.1997 |
T42, L19
|
no
|
S
|
||||
Schubert et al., 1998 |
T42, L19
|
LSG
|
F,I,S
|
||||
FSU | Krishnamurti et al., 1998 |
T42, L16
|
no
|
F
|
|||
GFDL | Vitart et al., 1997 |
T42, L18
|
no
|
F
|
|||
Haywood et al., 1997 |
R15, L9
|
GFDL_R15_a
|
D
|
||||
Knutson et al., 1998 |
R30, L14
|
no
|
I
|
||||
Delworth et al., 1999 |
R15L9
|
no
|
H
|
||||
Wetherald and Manabe, 1999 |
R15L9
|
no
|
D
|
||||
HadCM2 | Carnell and Senior, 1998 |
2.5x3.75, L19
|
2.5x3.75, L20
|
N,S
|
|||
HadCM2b | Bhaskaran and Mitchell, 1998 |
2.5x3.75, L19
|
2.5x3.75, L20
|
E
|
|||
HadAM2 | Thorncroft and Rowell, 1998 |
2.5x3.75,L19
|
no
|
L,W
|
|||
Durman et al., 2001 |
2.5x3.75,L19
|
no
|
D,E
|
||||
JMA | Sugi et al., 1997 |
T106, L21
|
no
|
C
|
|||
Yoshimura et al., 1999 |
T106, L21
|
no
|
C
|
||||
JMA/NIED | Matsuura et al., 1999 |
T106, L21
|
0.5x1.0, L37
|
F
|
|||
PMIP | Kageyama et al., 1999 |
ECHAM3, LMD, UGAMP, UKMO
|
no
|
D
|
S
|
||
UKMO | Gregory and Mitchell1, 1995 |
2.5x3.75, L11
|
no
|
D
|
D
|
||
Hulme and Viner, 1998 |
UKTR
|
no
|
T
|
||||
AGCMs | Hennessy et al., 1997 |
CSIRO, UKHI
|
no
|
D
|
|||
Henderson-Sellers et al., 1998 |
GFDL,ECHAM3
|
no
|
F,G,I,N,U
|
||||
McGuffie et al., 1999 |
BMRC, CCM
|
no
|
E,L,R
|
E,L,R
|
|||
Zhao et al., 2000 |
IAP, NCC
|
IAP
|
|||||
Under “Extreme events”, column
T denotes extremes in temperature, Pr denotes extremes in precipitation,
ETC denotes extra-tropical cyclone, TC denotes tropical cyclone. The model
names and characteristics are further explained (where possible) in Table
8.1. GCM analyses have been with different techniques and methods designated as: C for cyclone centres; D for daily variability of temperature or precipitation; E for extreme temperature or precipitation; F for frequency of cyclones; G for Gray’s yearly genesis parameter; H for heat index; I for intensity of cyclone; L for dry/wet spells or hot/cold spells; M for maximum eddy growth rate; N for numbers of cyclones; P for wind speed; R for return value or return period; S for storm track; T for sea surface temperature; U for maximum potential intensity; W for wave activity. |
Other reports in this collection |