Techniques for assessing the climatic sensitivity of river flow regimes
Transcript of Techniques for assessing the climatic sensitivity of river flow regimes
HYDROLOGICAL PROCESSESHydrol. Process. 18, 2515–2543 (2004)Published online 30 June 2004 in Wiley InterScience (www.interscience.wiley.com). DOI: 10.1002/hyp.1479
Techniques for assessing the climatic sensitivity of riverflow regimes
Donna Bower,* David M. Hannah and Glenn R. McGregorSchool of Geography, Earth and Environmental Sciences, University of Birmingham, Edgbaston, Birmingham B15 2TT, UK
Abstract:
Regimes are useful tools for characterizing the seasonal behaviour of river flow and other hydroclimatological variablesover an annual cycle (hydrological year). This paper develops and tests: (i) a regime classification method to identifyspatial and temporal patterns in intraannual hydroclimatological response; and (ii) a novel sensitivity index (SI ) toassess river flow regimes’ climatic sensitivity. The classification of regime shape (form) and magnitude considers thewhole annual cycle rather than isolating a single month or season for analysis, which has been the common approachof previous studies. The classification method is particularly useful for identifying large-scale patterns in regimesand their between-year stability, thus providing a context for short-term, small-scale process-based research. The SIprovides a means of assessing the often-complex linkages between climatic drivers and river flow, as it identifiesthe strength and direction of associations between classifications of climate and river flow regimes. The SI has thepotential for application to other problems where relationships between nominal classifications require to be found.These techniques are evaluated by application to a test data set of river flow, air temperature and rainfall time-series(1974–1999) for a sample of 35 UK river basins. The results support current knowledge about the hydroclimatologyof the UK. Although this research does not seek to yield new, detailed physical process understanding, it providesperspective at large spatial and temporal scales upon climate and flow regime patterns and quantifies linkages. Havingclearly demonstrated the regime classification and SI to be effective in an environment where the hydroclimatology isrelatively well known, there appears to be much to gain from applying these techniques in parts of the world wherepatterns and associations between climate and hydrology are poorly understood. Copyright 2004 John Wiley &Sons, Ltd.
KEY WORDS river flow; temperature; rainfall; regimes; hydroclimatology; climatic sensitivity; classification;regionalization
INTRODUCTION
Regimes describe seasonal behaviour in hydroclimatological variables over the annual cycle (hydrologicalyear). Most frequently, river flow regimes are constructed based upon mean monthly flows to characterizegeneral patterns rather than short-term fluctuations; and they have been regarded as static entities (Harris et al.,2000). The nature of this intraannual flow behaviour is attributed to climate (first-order control) and riverbasin characteristics (second-order control). Spatial variability in flow regimes has been examined in severalregionalization studies (below). However, given present concerns about climate change and human impactsupon water resources, it is important to understand the interannual dynamics (stability) of flow regimes. Inthis context, the flow regime provides a useful tool for identifying spatial and temporal variations in flowseasonality and magnitude and, in turn, for assessing current and future water stress. By relating flow andclimate regimes, it is possible to identify the climatic sensitivity of river flows and, thus, the catchmentsmost susceptible to climate change. Classification methods have been used to assess interannual variability in
* Correspondence to: Donna Bower, Department of Geography, King’s College London, Strand, London WC2R 2LS, UK.E-mail: [email protected]
Received 1 July 2002Copyright 2004 John Wiley & Sons, Ltd. Accepted 1 September 2003
2516 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
regimes (e.g. Krasovskaia and Gottschalk, 1992); but, once nominal classes of flow and climate are found,their associations are difficult to quantify.
World-wide, flow regimes have been used in regionalization studies to determine hydrologically similarareas (e.g. Mosley, 1981; Gottschalk, 1985; Arnell et al., 1993; Dettinger and Diaz, 2000). Spatial andinterannual variability in flow regime has been analysed in detail at the European- and Scandinavian-scales(Krasovskaia et al., 1994; Krasovskaia, 1995, 1996, 1997); but these studies concentrated upon the timingof flows and somewhat neglected magnitude. Krasovskaia (1995, 1997) used ‘entropy’ to quantify year-to-year variability (stability) in annual flow regime classes. Entropy (H) is based upon the probabilityof observing each regime class. It reaches a maximum (H D ln ny , where ny is the number of regimeclasses) when all regime classes occur with equal frequency (P1 D P2 D Ð Ð Ð Pn D 1/n) and tends towardzero when a single regime class dominates. This form of entropy is unconditional as it is calculatedacross all climatic conditions. Thus, Krasovskaia (1996) used ‘complete conditional entropy’ to assess flowregime variability with respect to air temperature classes. Although entropy is a useful index, it has severallimitations.
i. Unconditional entropy describes both the number and frequency of regime classes as a single value, whichlimits interpretability.
ii. Complete conditional entropy (H (YjX)) is heavily weighted by the number of climate classes.iii. Complete conditional entropy is difficult to interpret because a value tending toward zero can indicate that
either a single flow regime is observed for each climatic regime (sensitive) or all climate regimes yield asingle flow regime (insensitive).
A new index is needed that summarizes the strength and direction of climate-flow associations andovercomes these limitations.
At the UK-scale, different aspects of river flow have been researched: (i) floods (e.g. NERC, 1975; Robsonet al., 1998), (ii) low flows (e.g. Gustard et al., 1992; Young et al., 2000), (iii) seasonally averaged flows (e.g.Arnell et al., 1990), (iv) flow duration curves, which give percentage time a flow is exceeded or equalledbut no information about timing of flows (e.g. Ward, 1981), (v) long-term average annual regimes, which areconsidered static over time (e.g. Ward, 1968; 1981), and (vi) long-term annual flow averages (e.g. Arnell et al.,1990; Marsh et al., 2000). Consequently, broad patterns in flow across the UK are fairly well established andtraditionally attributed to geological factors, with the impermeable uplands in the north-west producing ‘flashy’flows and the permeable lowlands in the south-east yielding more attenuated flows (e.g. Ward, 1968, 1981;Arnell et al., 1990). In addition to spatial structuring, flow regimes are known to vary between years (e.g.Arnell et al., 1990; Harris et al., 2000; Bower and Hannah, 2002). However, UK studies of the interannualvariability in the whole flow regime (i.e. flows over the annual cycle) are limited, with the notable exceptionof the investigation by Arnell et al. (1990) of annual and seasonal runoff totals. Although Arnell et al.(1990) analyse the impact of climatic variability upon the magnitude of seasonal flows, intra- and interannualvariability are not considered simultaneously. Seasonally averaged values (i.e. a single value for a 3-monthwindow, e.g. winter: December, January, February) hide detail about variations in flow timing and changesin magnitude over time, particularly when seasons are considered in isolation.
This paper addresses the above research gaps as it aims to develop and test: (i) a regime classificationmethod to identify spatial and temporal patterns in intraannual hydroclimatological response; and (ii) a novelsensitivity index (SI ) to assess flow regimes’ climatic sensitivity. The classification of regime shape (form)and magnitude considers the whole annual cycle rather than isolating a single month or season for analysis,which has been the common approach of previous studies. The regime classes provide a basis for quantifyingthe temporal stability of flows at a station. The SI provides a means for assessing the often-complex linkagesbetween climatic drivers and river flow, as it identifies the strength and direction of associations betweenclassifications of climate and river flow regimes. These techniques are evaluated by application to a test dataset of flow, air temperature and rainfall time-series (1974–1999) for a sample of 35 UK river basins. Although
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2517
this research does not seek to yield new, detailed physical process understanding, it provides perspective atlarge spatial and temporal scales upon climate and flow regime patterns and quantifies linkages across theUK. The regime classification method and the SI are evaluated as analytical tools and in terms of widerapplicability in the final section of the paper.
DATA
River flow
Long-term (1974–1999; 25 hydrological years) daily flows were obtained for 35 UK hydrometric stations(Table I) from the Flow Regimes for International Experimental and Network Data-European Water Archive(FRIEND-EWA). Although records are available for >1300 UK stations (CEH, 2003a), a much smallernumber were required to provide a test data set for the regime classification and SI methods. Stations wereselected that gauge similar basin areas (100–500 km2) and provide coverage across the UK. Only basins withflows approximating natural conditions have been included within the FRIEND-EWA (Roald et al., 1993).Monthly averages of daily flows (mm month�1) were calculated to characterize annual regimes. As the monthof minimum flow was most frequently July, flow and climate time-series were divided into hydrological yearscommencing in August. Throughout the paper, station-years are referred to by the calendar year in whichthey begin.
Climate
Daily observations (0900 GMT; 1974–1999) of maximum and minimum air temperature and rainfall amountwere obtained for the 35 British Atmospheric Data Centre (BADC) climate stations closest to selected rivergauges (Table I). The use of a single climate station was deemed appropriate as this study is concerned withtesting methodologies, not detailing catchment-scale temperature–/rainfall–runoff relationships. Mean dailytemperatures were estimated as the average of daily extremes. Monthly averages of mean daily temperature(°C) and monthly rainfall totals (mm month�1) were calculated to characterize climate regimes.
METHOD
The analytical procedure is divided into four linked sections: (i) regionalization of long-term average(1974–1999) regimes for river flow, temperature and rainfall; (ii) classification of annual regimes for eachstation-year; (iii) quantification of interannual regime stability; and (iv) development and application of asensitivity index (SI ) to link annual climate and flow regimes. These techniques are detailed below.
Regime classification
As it is important to assess the timing (seasonality) and size of flows over the annual cycle, a method isadopted that uses multivariate techniques to separately classify regimes (river flow, air temperature and rainfall)according to their shape and magnitude. The classification procedure is similar to that devised by Hannah et al.(2000) and adapted by Harris et al. (2000). The shape classification identifies stations (for regionalization) orstation-years (to assess interannual regime variability) with similar regime forms, regardless of magnitude;whereas the magnitude classification is based upon four indices (i.e. the mean, minimum, maximum andstandard deviation) derived from long-term mean monthly values or monthly mean values for each station orstation-year, respectively, regardless of timing.
It is important to note that these methods (for both shape and magnitude) are applied to give two separatesets of regime classification results.
i. Regionalization groups stations based upon long-term average values to examine spatial patterns.
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2518 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
Table I. Paired river gauging and climate stations, distance between paired stations
River Gauging site Number Latitude(N)
Longitude(E)
Altitude(m)
Climatestation
Latitude(N)
Longitude(E)
Altitude(m)
Distance(km)
Thursco Halkirk 97 002 58Ð52 �3Ð49 30 Wick 58Ð45 �3Ð09 36 24Carron Sgodachail 3002 57Ð89 �4Ð55 71 Lairg 58Ð02 �4Ð41 91 17Ewe Poolewe 94 001 57Ð76 �5Ð60 5 Poolewe 57Ð77 �5Ð60 6 2Ugie Inverugie 10 002 57Ð53 �1Ð83 9 Culterty 57Ð33 �2Ð00 3 25Deveron Avochie 9001 57Ð51 �2Ð78 82 Fyvie Castle 57Ð44 �2Ð39 55 25Tromie Tromie Bridge 8008 57Ð07 �4Ð00 240 Faskally 56Ð72 �3Ð77 94 42Eden Kemback 14 001 56Ð33 �2Ð95 6 Cupar 56Ð32 �3Ð03 42 5Eye Water Eyemouth Mill 21 016 55Ð86 �2Ð09 3 Dunbar 56Ð00 �2Ð53 23 31Black Cart
WaterMilliken Park 84 017 55Ð82 �4Ð54 25 Paisley 55Ð85 �4Ð43 32 7
Tweed Kingledores 21 014 55Ð54 �3Ð41 214 Camps Reservoir 55Ð49 �3Ð59 295 13Bush Seneirl Bridge 204 001 55Ð17 �6Ð52 25 Coleraine Uni 55Ð15 �6Ð68 23 11Blyth Hartford Bridge 22 006 55Ð11 �1Ð62 25 Cockle Park 55Ð21 �1Ð69 95 12Six Mile
WaterAntrim 203 018 54Ð72 �6Ð22 13 Stormont Castle 54Ð60 �5Ð83 56 28
Derwent Ouse Bridge 75 003 54Ð68 �3Ð24 68 Newton Rigg 54Ð67 �2Ð79 169 29Tees Middleton-in- 25 018 54Ð62 �2Ð08 212 Durham 54Ð77 �1Ð58 102 36
TeesdaleSeven Normanby 27 057 54Ð23 �0Ð87 29 High Mowthorpe 54Ð10 �0Ð64 175 20Drumragh Campsie Bridge 201 006 54Ð06 �7Ð29 63 Banager 54Ð88 �6Ð97 216 38Wyre St Michaels 72 002 53Ð86 �2Ð82 4 Squires Gate 53Ð78 �3Ð04 10 17Dearne Barnsley Weir 27 023 53Ð56 �1Ð47 44 Sheffield 53Ð38 �1Ð50 131 20Bain Fulsby Lock 30 003 53Ð13 �0Ð14 10 Kirton 52Ð94 �0Ð07 4 22Alwen Druid 67 006 52Ð98 �3Ð43 146 Bala 52Ð91 �3Ð58 163 13Weaver Audlem 68 005 52Ð98 �2Ð52 45 Keele 53Ð00 �2Ð7 179 17Wensum Fakenham 34 011 52Ð83 0Ð85 34 Cromer 52Ð93 1Ð29 37 32Dovey Dovey Bridge 64 001 52Ð60 �3Ð85 6 Moel Cynnedd 52Ð47 �3Ð71 358 17Soar Littlethorpe 28 082 52Ð57 �1Ð20 61 Rugby 52Ð37 �1Ð26 117 23Lugg Byton 55 014 52Ð28 �2Ð93 124 Lyonshall 52Ð21 �2Ð97 155 8Deben Naunton Hall 35 002 52Ð13 1Ð39 6 East Bergholt 51Ð96 1Ð02 7 31Taf Clog-y-Fran 60 003 51Ð81 �4Ð56 7 Orielton 51Ð65 �4Ð96 60 33Upper Lee Water Hall 38 018 51Ð77 �0Ð12 44 Rothmansted 51Ð81 �0Ð36 128 17Frome Ebley Mill 54 027 51Ð74 �2Ð24 31 Cheltenham 51Ð89 �2Ð08 65 20Ogmore Bridgend 58 001 51Ð50 �3Ð58 14 Porthcawl 51Ð48 �3Ð70 6 8Great Stour Horton 40 011 51Ð26 1Ð03 13 Wye 51Ð18 0Ð95 56 10Itchen Highbridge 42 010 50Ð99 �1Ð33 17 Martyr Worthy 51Ð10 �1Ð26 85 13Axe Whitford 45 004 50Ð75 �3Ð05 7 Sidmouth 50Ð68 �3Ð24 10 15Camel Denby 49 001 50Ð48 �4Ð80 5 Bastreet 50Ð56 �4Ð48 233 24
ii. Annual regimes for each station-year (based upon monthly mean values) are grouped to identify temporal(between-year) variability.
The regionalization of long-term regimes provides a basis for structuring analyses of between- and within-region patterns in interannual regime variability. It is also important to note that: (i) regime classes arenot interchangeable between long-term and station-year regime classifications, as analyses are performedupon different input data matrices; and (ii) magnitude classes for regionalization identify absolute differencesbetween stations whereas magnitude classes for regime stability identify relative interannual variations at astation. Together, these classifications characterize spatial and temporal regime dynamics.
Regionalization. The long-term regime for a station was estimated from mean monthly values across allyears. To classify regime shape independently of magnitude, the 12 monthly observations for each station arestandardized separately using z -scores (mean D 0, standard deviation D 1). The four magnitude indices arederived for the long-term regime for each station; it is necessary to standardize (z -score) between indices tocontrol for differences in their relative values.
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2519
For both shape and magnitude, classification is achieved using a two-stage procedure: (i) hierarchical,agglomerative cluster analysis followed by (ii) non-hierarchical, k -means cluster analysis. The comparisonof solutions for seven hierarchical, agglomerative clustering algorithms (i.e. average linkage between andwithin groups, complete linkage, single linkage, centroid, median and Ward’s Method) revealed that differentalgorithms identify different groups. Ward’s Method produces the most robust clusters with fairly equalmembership. Once clusters are formed by hierarchical, agglomerative cluster analysis outliers cannot bereassigned to a more appropriate cluster; therefore, non-hierarchical k -means clustering is used to realigncluster boundaries around cluster centroids defined using Ward’s Method. The refinement achieved using thistwo-stage clustering procedure is assessed by comparing results with those from discriminant function analysis(DFA). The 35 stations are grouped by regime shape and magnitude; the spatial distribution of classes allowsidentification of regions. The two-stage clustering procedure and the use of DFA are extensions to the authors’classification approach as published previously (above).
Interannual regime classes. Regimes for individual station-years were characterized using monthly meanvalues. To standardize for absolute magnitude differences between stations, the 12 monthly observations foreach station-year are z -scored before shape classification. To classify the magnitude indices for all stationsjointly, it is necessary to control for between-station differences in the indices. This is achieved by expressingeach index as z -scores over the 25-year record for individual stations prior to amalgamating z -scores for allstations into the four indices. Regime shape and magnitude classes are identified for the 875 station-yearsusing the same statistical procedures as for regionalization.
Quantifying interannual regime stability
Interannual variability in both regime shape and magnitude is analysed for each station using: (i) numberand frequency of regime classes; (ii) equitability (E) of regime classes, as given by
E D�
n∑iD1
Pi ln Pi
ln n�1�
(iii) sequencing of regime classes, as given by the number and equitability of different regime couplets (twosuccessive years). Equation (1) is adapted from an ecological index (Kent and Coker, 1992), where n is thenumber of regime classes, and P is the probability of occurrence for each class i D 1 . . . n. Equitability rangesfrom 0 to 1; higher values indicate greater equitability (evenness).
Sensitivity index (SI )
A novel statistical approach was devised to determine the sensitivity of flow regimes to air temperatureand rainfall regimes. This sensitivity index (SI ) is calculated for each station (for both shape and magnitudeclasses) using a set of six equations, as detailed below. The approach provides an alternative to completeconditional entropy (Krasovskaia, 1996) or conditional probability, which exploratory analyses revealed areheavily influenced by number of classes. The SI is based upon the concept of equitability and considers theconditional probability, P(YjjXi) of observing a particular flow regime, Yj, under each climate regime, Xi,where n is the maximum number of regimes observed across all stations (ny for river flow, and nx for climate)and P is the probability of occurrence of each regime i�j� D 1 . . . n
E�YjX� D � 1
nx
ny∑jD1
(P�YjjXi� ln P�YjjXi�
ln ny
)�2�
Equation (2) considers sensitivity as the probability of observing a particular flow regime as conditionedby each climatic regime. However, if the same flow regime occurs under all climate regimes (insensitive),
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2520 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
this gives the same value as a single flow regime being associated with a single climatic regime (sensitive).To overcome this problem, Equation (3) assesses the association in the other direction (i.e. probability of aparticular climate regime prevailing for each flow regime). Multiplying by the factor in Equations (2) and (3)(1/nx and 1/ny , respectively, i.e. dividing by the maximum number of conditioning regimes observed acrossall stations) rescales solutions between 0 and 1, where 0 indicates that a single regime is observed for eachcondition and 1 indicates that regimes occur with equal frequency for each condition
E�XjY� D � 1
ny
nx∑iD1
(P�XijYj� ln P�XijYj�
ln nx
)�3�
Equations (4) and (5) calculate the equitability of regimes as the probability (P (Yj) and P( Xi)) of observinga particular river flow and climate regime (Yj and Xi), respectively
E�Y� D �ny∑
jD1
(P�Yj� ln P�Yj�
ln ny
)�4�
E�X� D �nx∑
iD1
(P�Xi� ln P�Xi�
ln nx
)�5�
To produce a SI ranging from �1 to C1, two scenarios are identified based upon the ratio of E (Y ) : E (X ). IfE�Y� ½ E�X�, Equation (6) (positive scenario) is used to produce a value between 0 and C1, indicating thatflow is more variable than climate. If E�Y� < E�X�, Equation (7) (negative scenario) is used giving a valuebetween �1 and 0, signifying flow is less variable than climate. It is necessary to use positive and negativescenarios to show the direction as well as the level of sensitivity (Figure 1).
If E�Y� ½ E�X�, then positive scenario
SI D 1
2�nxny�
(�
nx∑iD1
((P�YjjXi� ln P�YjjXi�
ln ny
)C
(P�XijYj� ln P�XijYj�
ln nx
)))�6�
If E�Y� < E�X�, then negative scenario
SI D �1 � 1
2�nxny�
(nx∑
iD1
((P�YjjXi� ln P�YjjXi�
ln ny
)C
(P�XijYj� ln P�XijYj�
ln nx
)))�7�
Figure 1. A schematic diagram illustrating the climatic sensitivity of river flow regimes
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2521
Together, Equations (6) and (7) provide a measure of the overall (strength and direction) sensitivity of flow totemperature and rainfall. A value approaching �1 indicates that a single flow regime is observed regardlessof climatic regime (insensitive). A value nearing C1 indicates that a variety of flow regimes are observedunder each climatic regime (also insensitive but the SI identities a different direction of association). Avalue around zero indicates a highly sensitive situation, where a different flow regime is observed under eachclimatic regime (Figure 1).
REGIONALIZATION
Regime shape and magnitude are classified using long-term (1974–1999) mean monthly runoff, air temperatureand rainfall for 35 stations. Correspondence between flow and climate regions is explored. No attemptis made to spatially interpolate results or draw regional limits owing to likely differences in climate andterrestrial controls between neighbouring basins (Harvey, 2000). Instead, this application tests classificationresults against established UK-scale hydroclimatological patterns. Table II lists the improved group separationachieved using the two-stage clustering procedure.
Flow regimes
Four shape classes (Figure 2a) are identified and characterized by the timing of flow peak(s):
Class AF—December/January peak with secondary March peak (16 stations);Class BF—January peak with relatively steep rising and falling limbs (12 stations);Class CF—February peak with prolonged rising limb (4 stations);Class DF—double peak in December/January and March with intervening lower February flow (3 stations).
Three magnitude classes are found and arranged in ascending order with respect to the indices (Table IIIa):
Class 1F—low with the lowest values for all indices (16 stations);Class 2F—intermediate with values of all indices between Classes 1F and 3F (12 stations);Class 3F—high with the highest values of all indices (7 stations).
Table II. Cluster separations achieved using (a) Ward’s hierarchical cluster analysisand (b) the two-stage clustering procedure. The percentages show the classification
agreement for methods (a) and (b) with discriminant function analysis
Classification (a) Ward’s method (%) (b) Two stage (%)
Regime regionsFlow shape 100Ð0 100Ð0Flow magnitude 94Ð3 97Ð1Temperature magnitude 97Ð1 100Ð0Rainfall shape 100Ð0 97Ð1Rainfall magnitude 100Ð0 100Ð0Inter-annual regimesFlow shape 78Ð6 94Ð6Flow magnitude 90Ð7 96Ð2Temperature shape 98Ð1 97Ð6Temperature magnitude 91Ð0 95Ð9Rainfall shape 79Ð8 93Ð8Rainfall magnitude 86Ð9 96Ð7
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2522 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
CLA
SS
AF (
Dec
/Jan
pea
k, s
econ
dary
Mar
pea
k)
(a)
RIV
ER
FLO
W
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
3 2 1 0 -1 -2 -3
Mon
th
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Mon
th
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Mon
th
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Mon
th
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Mon
th
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Mon
th
CLA
SS
CF (
Feb
pea
k)
3 2 1 0 -1 -2 -3
CLA
SS
BF
(Jan
pea
k)
3 2 1 0 -1 -2 -3
CLA
SS
DF (
Dou
ble
peak
: Dec
/Jan
and
Mar
)3 2 1 0 -1 -2 -3
CLA
SS
AR (
Sep
-Jan
pea
k, w
ith s
econ
dary
Mar
and
tert
iary
Jun
e pe
ak)
3 2 1 0 -1 -2 -3 CLA
SS
BR (
Aug
-Jan
pea
k,w
ith m
arke
d F
eb m
inim
uman
d se
cond
ary
June
pea
k)3 2 1 0 -1 -2 -3
(b)
RA
INFA
LL
Runoff (z-scores) Runoff (z-scores)
Runoff (z-scores) Runoff (z-scores)
Rainfall (z-scores) Rainfall (z-scores)
Figu
re2.
Stan
dard
ized
long
-ter
mre
gim
esfo
ral
lst
atio
nsw
ithin
each
ofth
esh
ape
regi
ons:
(a)
rive
rflo
wan
d(b
)ra
infa
ll
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2523
Table III. Regime magnitude regions
(a) Average values for river flow within each class
Flow Indices Class average (mm month�1) Average(all stations)
1F 2F 3F
Mean 27Ð5 64Ð2 122Ð7 59Ð1Standard deviation 13Ð0 34Ð6 56Ð9 29Ð2Minimum 11Ð6 22Ð0 48Ð0 22Ð4Maximum 47Ð6 116Ð0 199Ð0 101Ð3Number of stations 16 12 7 35
(b) Average values for air temperature within each class
Temperature Indices Class average (°C) Average(all stations)
1T 2T 3T
Mean 8Ð0 9Ð4 9Ð7 9Ð0Standard deviation 4Ð2 3Ð9 4Ð7 4Ð3Minimum 2Ð8 4Ð7 4Ð0 3Ð7Maximum 14Ð2 15Ð1 16Ð6 15Ð3Number of stations 14 7 14 35
(c) Average values for rainfall within each class
Rainfall indices Class average (mm month�1) Average(all stations)
1R 2R 3R
Mean 62Ð5 98Ð3 157Ð9 77Ð8Standard deviation 12Ð1 29Ð6 52Ð5 19Ð0Minimum 45Ð2 59Ð1 90Ð9 51Ð9Maximum 81Ð4 140Ð6 232Ð1 106Ð2Number of stations 25 7 3 35
January peak regimes (Classes AF and BF) dominate with a secondary March peak (Class AF) evidentin the west and some upland areas (Figure 3a). Catchments associated with permeable geologies, located insouth-east England, are characterized by a February peak (Class CF). Double peak regimes (Class DF) arerestricted to two stations in the Scottish Highlands and one in the North York Moors. A west–east gradientof decreasing regime magnitude is clear for the mainland (Figure 4a).
Air temperature regimes
No shape regions are identified for the UK, as the whole country is characterized by high July–Augustand low January–February temperatures. However, three magnitude classes are identified with respect to theindices (Table IIIb):
Class 1T—cool with the lowest mean, minimum and maximum (14 stations);Class 2T—warm with limited seasonality with values of all indices (except standard deviation which is the
lowest) between Classes 1T and 3T (7 stations);Class 3T—warm with high seasonality with the highest values of all indices (14 stations).
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2524 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
94001
970023002
8008
900110002
21016
14001
8401721014
22006
7500325018
270577200227023
30003
28082 34011
3801835002
400114201045004
49001
5402758001
6000355014
6400167006 68005
204001
203018
201006
Class AF (Dec/Janpeak with secondaryMar peak)
Class BF (Jan peak)
Class CF (Feb peak)
Class DF (Doublepeak Dec/Janand Mar)
Class AR (Sep-Janpeak, with secondaryMar and tertiary Junepeak)
Class BR (Aug-Janpeak, with markedFeb minimum andsecondary June peak)
Altitude >180 m
(a) RIVER FLOW (b) RAINFALL
0 200 km 0 200 km
NN
Figure 3. Spatial distribution of stations within each of the regime shape classes: (a) river flow and (b) rainfall. The 180 m contour isoverlain on Figure 3b showing upland areas
The coolest temperatures (Class 1T) occur at higher latitudes and altitudes across Scotland, northern Englandand north-west Wales (Figure 4b; Figure 3b shows altitude >180 m). Class 2T is found in coastal locationsthat experience relatively warm regimes with low seasonality. Warm regimes with high seasonality (Class 3T)occur inland, particularly in south-eastern areas. These distributions have been explained elsewhere in termsof altitude and continentality (e.g. Wallace and Hobbs, 1977; Barrow and Hulme, 1997).
Rainfall regimes
Two shape classes are identified (Figure 2b), which show differences in timing of rainfall:
Class AR—September–January peak with secondary March and tertiary June peak (23 stations);Class BR—August–January peak with secondary June peak and marked February minimum (12 stations).
Three magnitude regions are found and described using the indices (Table IIIc):
Class 1R—dry with low seasonality with the lowest values for all indices (25 stations);Class 2R—intermediate with values of all indices between Classes 1R and 3R (7 stations);Class 3R—wet with high seasonality with the highest values of all indices (3 stations).
The seasonality (Figure 3b) and magnitude (Figure 4c) of rainfall largely reflects topography. Class AR
occurs in upland areas, which are wetter in the west (Classes 2R and 3R). These uplands create a rain shadowand limit penetration of westerly precipitation-bearing weather systems, resulting in drier with low seasonality,Class BR regimes in the south and east.
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2525
Class 1F (low)
Class 2F (intermediate)
Class 3F (high)
(a) RIVER FLOW
0 200 km 0 200 km
Class 1T (cool region)
Class 2T (warm regionwith limited seasonality)
Class 3T (warm regionwith high seasonality)
N N
(b) TEMPERATURE
0 200 km
N
(c) RAINFALL
Class 1R (dry regionwith low seasonality)
Class 3R (wet regionwith high seasonality)
Class 2R (intermediate)
Figure 4. Spatial distribution of stations within each of the regime magnitude classes (a) river flow, (b) temperature and (c) rainfall
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2526 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
Regional climate–flow-regime associations
It is beyond this paper’s scope to conduct basin-by-basin analyses of the relative influences of climateand catchment factors (land-use, soils, etc.) upon flow or make detailed process interpretations. Thus, broadcommonality between flow and climate regions is identified to provide a large-scale (UK) perspective uponclimate–flow linkages. Lack of agreement between climate and flow regimes is inferred as the result ofterrestrial controls.
As spatial differentiation in temperature regime shape is lacking, regional patterns in flow regime shapeappear to be driven by rainfall seasonality and modified by geology. Within flow Region AF (December/Januaryand secondary March peak) the vast majority (88%) of stations are associated with September–January andsecondary March peak rainfall regimes (Class AR). Stations within flow Region BF (single January peak)correspond equally with the two rainfall shape classes, both of which have high autumn–winter rainfallperiods that end in the month of peak flow. Unlike January flow classes, February flow peaks (Region CF) donot coincide with the timing of rainfall peaks (Class BR D 3 and AR D 1 station(s)). A delayed flow responseindicates groundwater system buffering within these known permeable catchments (see Introduction). Thedouble peaked flow regimes of Region DF are associated with both precipitation classes; although the first(December/January) flow peak may be attributed to rainfall, two of the three stations lack a secondary Marchrainfall peak. Hence, the March flow peak is most probably induced by snowmelt in these upland catchmentsas the temperature regime begins to rise.
Overall, flow regime magnitude corresponds positively (negatively) with the magnitude of rainfall (temper-ature: a surrogate for potential evaporative loss) regimes (Figure 4), as expected. Within the flow Region 1F
(low), all stations are associated with dry, low seasonality rainfall regimes (Class 1R) and the majority (63%)are also linked to the warm, high seasonality temperature regime (Class 3T cf. temperature Classes 1T D 31%and 2T D 6%). For the intermediate flow region (Class 2F), hydroclimatological associations are less clearlydefined because all rainfall (Class 1R D 58%, 2R D 33% and 3R D 8%) and temperature (Class 1T D 42%,2T D 42% and 3T D 17%) regimes occur. Stations within the high flow region (Class 3F) have the greatestassociation with higher magnitude rainfall (Class 1R D 29%, 2R D 43%, and 3R D 29%) and cool temperature(Class 1T D 57% cf. Classes 2T D 14% and 3T D 29%) regimes.
INTERANNUAL REGIME VARIABILITY
Regime shape and magnitude are classified using monthly mean flow, air temperature and rainfall for eachyear across the 35 UK stations (i.e. individual station-years). These regime classes provide the basis for:(i) quantification of interannual regime stability and (ii) test application of the SI linking climate and flowregimes. The regionalization results structure analyses of between- and within-region interannual regimevariability. As stated in the Method section, the long-term and annual regime classes are not the same; itmust be noted that magnitude classes for regionalization are absolute (between-stations) whereas magnitudeclasses for annual regimes are relative (between-years at a station). Therefore, summary statistics for theannual regime magnitude classification are presented for exemplar stations within each region. The improvedgroup separation achieved using the two-stage clustering procedure is shown in Table II.
Flow regimes
Shape. Six shape classes are identified (Figure 5a) with differences in flow seasonality:
Class AF—November peak with sharp rise and relatively steady December–March flows followed by steeperrecession (153 station-years);
Class BF—December peak with sharp rising/falling limbs and low, steady March–October flows (183 station-years);
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2527
Figure 5. Interannual regime variability: Standardized average regimes of all station-years within each shape class for annual: (a) river flow,(b) temperature and (c) rainfall
Class CF—January peak with steep rising/recession limbs (142 station-years);Class DF—February peak with gradual rise and steep recession (154 station-years);Class EF —March peak with gradually increasing August–February flows and sharp rise/fall around peak (84
station-years);Class FF—double peak in January and April with intervening February decline (159 station-years).
Figure 6a illustrates the variability of regime shape in space and time. The majority of basins (75%)in the north and west (i.e. Regions AF and BF) experience the full suite of shape classes. This instability isshown by high regime frequency and equitability (0Ð86 � E � 0Ð97; Figures 7a and 7b). On closer inspection,Region AF is dominated by early peak regimes (AF D 28%, BF D 24% and CF D 23%) whereas Region BF
is dominated by later peak (CF D 23% and DF D 26%) and double peak (FF D 22%) regimes (Figure 8).The four rivers associated with major aquifers (Region CF) are dominated (78%) by Classes DF and FF;hence, regime frequency and equitability (0Ð64 � E � 0Ð92) are the lowest (Figures 7a and 7b). Region DF
shows the most even distribution of regimes (EF D 23%, AF D 19%, DF D 17%, CF D 13% and BF D 12%),consequently all stations experience all regimes and equitability is the highest (0Ð94 � E � 0Ð97; Figure 7b).
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2528 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
1975
1980
1985
1990
1995
2000
9700
284
017
5800
120
4001
6400
172
002
2010
0675
003
3002
6000
310
002
9400
121
014
6700
620
3018
2501
8
3500
222
006
2808
214
001
3000
327
023
Station No.
Location
6800
521
016
5501
449
001
4001
145
004
4201
054
027
3801
834
011
8008
9001
2705
7
Thu
rsco
(Hal
kirk
), N
.Sco
tland
Car
ron
(Sgo
dach
ail),
N.S
cotla
ndT
af (
Clo
g-y-
Fra
n), W
ales
Ugi
e (I
nver
ugie
), N
.Sco
tland
Ew
e (P
oole
we)
, N.S
cotla
ndT
wee
d (K
ingl
edor
es),
E.S
cotla
ndA
lwen
(D
ruid
), W
ales
Six
Mile
Wat
er (
Ant
rim),
N.Ir
elan
dT
ees
(Mid
dlet
on-in
-Tee
sdal
e), N
.E.E
ngla
nd
Deb
en (
Nau
nton
Hal
l), A
nglia
n
Lugg
(B
yton
) W
ales
Cam
el (D
enby
), S
.W.E
ngla
nd
Fro
me
(Ebl
ey M
ill),
Mid
land
sU
pper
Lee
(Wat
er H
all),
Tha
mes
Tro
mie
(Tro
mie
Brid
ge),
N.S
cotla
ndD
ever
on (A
voch
ie),
N.S
cotla
ndS
even
(Nor
man
by),
N.E
.Eng
land
RIV
ER
FL
OW
RE
GIO
N B
F (
Jan
Pea
k)
RIV
ER
FL
OW
RE
GIO
N C
F (F
eb P
eak)
RIV
ER
FL
OW
RE
GIO
N D
F (
Do
ub
le P
eak
Dec
/Jan
an
d M
ar)
RIV
ER
FL
OW
RE
GIO
N A
F (
Dec
/Jan
Pea
k w
ith
sec
on
dar
y M
ar P
eak)
(a)
RIV
ER
FLO
W(c
) R
AIN
FA
LL(b
) T
EM
PE
RA
TU
RE
Yea
rs
1975
1980
1985
1990
1995
2000
Yea
rs
1975
1980
1985
1990
1995
2000
Yea
rs
Cla
ss A
R (
Sep
-Nov
pea
k, w
ith d
ry F
eb a
nd J
une)
Cla
ss B
R (
Oct
pea
k w
ith s
econ
dary
Jan
-Mar
pea
k an
d dr
y N
ov-D
ec)
Cla
ss C
R (
doub
le p
eak
Nov
-Dec
and
Jun
e w
ith d
ry S
ept
and
rela
tivel
ylo
w r
ainf
all J
an-M
ay)
Cla
ss D
R (
late
Dec
-Jan
win
ter
peak
with
gra
dual
dec
line
into
Jul
y)
+++
++++
+++
++++
+++
++++
++++
++++
+++++
+++++
+++
++++++++++++
+++++++++++
++++++++++++
++
++++++++++++
+++
++++++++++++
++++++++++++
++ + + + + + + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + +++++++++++++++++
+++++++++++++++++
++
Cla
ss A
T (
Dec
min
imum
with
ear
ly o
nset
of s
prin
g)C
lass
BT (
Jan
min
imum
with
del
ayed
ons
et o
f w
inte
r)C
lass
CT (
Feb
min
imum
with
mar
ked
war
min
g in
Mar
ch)
Cla
ss D
T (
prol
onge
d w
inte
r pe
riod
from
Nov
-Mar
)+
Cla
ss A
F (
Nov
pea
k)C
lass
BF (
Dec
pea
k)C
lass
CF (
Jan
peak
)C
lass
DF (
Feb
pea
k)C
lass
EF (
Mar
pea
k)C
lass
FF (
doub
le p
eak
in J
an &
Apr
)
Wen
sum
(Fak
enha
m),
Ang
lian
Itche
n (H
ighb
ridge
), S
.Eng
land
Axe
(Whi
tford
), S
.W.E
ngla
ndG
reat
Sto
ur (H
orto
n), S
.Eng
land
Eye
Wat
er (E
yem
outh
Mill
), E
.Sco
tland
Wea
ver (
Aud
lem
), N
.E.E
ngla
ndD
earn
e (B
arns
ley
Wei
r), N
.E.E
ngla
ndB
ain
(Ful
sby
Lock
), A
nglia
nE
den
(Kem
back
), E
.Sco
tland
Soa
r (Li
ttlet
horp
e), M
idla
nds
Bly
th (H
artfo
rd B
ridge
), N
.E.E
ngla
nd
Der
wen
t (O
use
Brid
ge),
N.E
.Eng
land
Dru
mra
gh (
Cam
psie
Brid
ge),
N.Ir
elan
dW
yre
(St.M
icha
els)
, N.E
.Eng
land
Dov
ey (
Dov
ey B
ridge
), W
ales
Bus
h (S
enei
rl B
ridge
), N
.Irel
and
Ogm
ore
(Brid
gend
), W
ales
Bla
ck C
art W
ater
(M
illik
en P
ark)
,W.S
cotla
nd
Figu
re6.
Inte
rann
ualre
gim
esh
ape
variab
ility
for
(a)
rive
rflo
w,(b
)te
mpe
ratu
rean
d(c
)ra
infa
llin
spac
ean
dov
ertim
e
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2529
(d) Equitability of two - year regime couplets
1.0
0.9
0.8
0.7
0.6
(b) Equitability of regime classes
7
6
5
4
3
2DFCFBFAF
Region
DFCFBFAF
Region
DFCFBFAF
Region
DFCFBFAF
Region
(a) Number of regime classes
22
20
18
16
14
12
10
8
6
(c) Number of two - year regime couplets
Num
ber
Num
ber
Equ
itabi
lity
(E)
1.0
0.9
0.8
0.7
0.6
Equ
itabi
lity
(E)
Figure 7. Box-plots showing the stability of regime shape and regime sequencing at stations within each region: (a) number of regimeclasses, (b) equitability of regime classes, (c) number of regime couplets and (d) equitability of regime couplets
Regime frequency and equitability consider variability over the whole period; to consider switchingof classes between-years, the frequency and equitability of 2-year sequences (couplets) is summarized inFigures 7c and 7d. These provide a measure of shorter-term flow (in)stability. For Regions AF and BF,the number of couplets is high but variable between stations (Figure 7c) with high sequence equitability(Figure 7d). In contrast, Region CF is more stable with a reduced number (Figure 7c) and lowest equitability(Figure 7d) of couplets. The Itchen is the most stable with only six different couplets. Region DF exhibits thehighest shorter-term regime instability with 18 or 19 of 24 potential couplets occurring (Figure 7c) and highsequence equitability at all stations (Figure 7d).
Although clear between-region differences are evident, within-regions the same regimes are frequentlyobserved for individual years. For Regions AF through to DF, C60% of stations experience identical regimesfor 60%, 56%, 60% and 72% of years, respectively (Figure 8). Moreover, in certain years, a single regimedominates the whole UK (e.g. BF in 1992, CF in 1987, DF in 1989, and EF in 1988), indicating large-scaleclimatological controls often override catchment factors in driving intraannual flows.
Magnitude. Four magnitude classes are evident, which may be described using the indices (Table IVa):
Class 1F—low with the lowest values for all indices (216 station-years);Class 2F —intermediate with values of all indices, except minimum, between Classes 1F and 3F (339 station-
years);
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2530 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
16141210
86420
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1995
1996
1997
1998
1994
Region AF (Dec/Jan peak with secondary Mar peak)
Region CF (Feb peak)
Region BF (Jan peak)
Region DF (Double peak Dec/Jan and Mar)
Class CF (Jan peak)
Class DF (Feb peak)
Class EF (Mar peak)
Class FF (Double peakin Jan & Apr)
Class AF (Nov peak)
Class BF (Dec peak)
Years
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1995
1996
1997
1998
1994
Years
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1995
1996
1997
1998
1994
Years
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1995
1996
1997
1998
1994
Years
Freq
uenc
y
16141210
86420
Freq
uenc
y
16141210
86420
Freq
uenc
y
16141210
86420
Freq
uenc
y
Figure 8. Regional frequencies of flow regime shape
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2531
Class 3F —high with low variability with the second highest mean but highest minimum and lower standarddeviation than Class 4F (136 station-years);
Class 4F —high with high variability with the highest values for all indices but the second lowest minimum,thus largest range (184 station-years).
The magnitude classification highlights stability of flows at a particular station and between-stations forindividual years; it does not represent absolute flow magnitude, which shows conservative regional differencesover time (above). Figure 9a illustrates spatial and temporal patterns in regime magnitude. Figure 10 illustratesthe annual frequency of regimes by region. (It is not the intention to detail magnitude variability station-by-station, as this is shown in Figure 9a.) These diagrams identify periods when particular magnitude classesdominate across the UK or within-regions. Widespread low flows (Class 1F� occur in 1975, 1988, 1990–91and 1995–96 whereas higher flows occur in 1980, 1993 and 1998. As for shape, these countrywide regimepatterns suggest large-scale climatological controls to be key drivers. However, the classification also highlightsregional differences in relative annual magnitude for particular years, for example: Region 1F (Class 4F) cf.Region 3F (Class 1F) in 1976 and Region 1F (Class 1F) cf. Region 3F (Class 4F) in 1989.
Air temperature regimes
Four shape classes are identified (Figure 5b), which show differences in timing of the coldest month andonset of winter/spring:
Class AT—December minimum with the early onset of spring (310 station-years);Class BT—January minimum with the late onset of winter (211 station-years);Class CT—February minimum with marked March warming (211 station-years);Class DT—prolonged winter from November–March (143 station-years).
Four magnitude regions are found and explained using the indices (Table IVb):
Class 1T—cold winter and cool summer with high seasonality with lowest mean and minimum, second lowestmaximum and highest standard deviation (175 station-years);
Class 2T—warm winter and cool summer with low seasonality with second highest mean and minimum, andlowest maximum and standard deviation (264 station-years);
Class 3T—cold winter and warm summer with high seasonality with second lowest minimum, second highestmean and standard deviation, and highest maximum (212 station-years);
Class 4T—warm year with low seasonality with highest mean and minimum, second highest maximum andsecond lowest standard deviation (224 station-years).
Very strong countrywide patterns in temperature regime shape (Figure 6b) and magnitude (Figure 9b) areevident with minimal, or no, spatial differentiation for individual years. Similarly, Thompson (1995) foundthe form and size of the annual temperature cycle across Europe to be extremely spatially conservative.However, both regimes attributes exhibit notable change over time. Early, December minimum regimesincrease in frequency from 1987 onward (Class AT D 17% before to 55% after) at the expense of Januaryand February minima regimes (Class BT D 49% before to 9% after; Class CT D 38% before to 18% after).There is evidence of a slight warming (i.e. magnitude change) from 1988 to 1998 (Figure 9b) with increasedoccurrence of Classes 3T (21% before to 28% after) and 4T (4% before to 53% after), whereas the coolerclasses were more dominant during the preceding 12 years (Classes 1T D 35% before to 1% after; Class2T D 40% before to 18% after).
Rainfall regimes
Four shape classes are evident and differentiated by timing of rainfall peak(s) and dry period(s) (Figure 5c):
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2532 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
9700
284
017
5800
120
4001
6400
172
002
2010
0675
003
3002
6000
310
002
9400
121
014
6700
620
3018
2501
835
002
2200
628
082
1400
130
003
2702
3
Station No.
6800
521
016
5501
449
001
4001
145
004
4201
054
027
3801
834
011
8008
9001
2705
7
Location
Thu
rsco
(Hal
kirk
), N
.Sco
tland
Car
ron
(Sgo
dach
ail),
N.S
cotla
ndT
af (
Clo
g-y-
Fra
n), W
ales
Ugi
e (I
nver
ugie
), N
.Sco
tland
Ew
e (P
oole
we)
, N.S
cotla
ndT
wee
d (K
ingl
edor
es),
E.S
cotla
ndA
lwen
(D
ruid
), W
ales
Six
Mile
Wat
er (
Ant
rim),
N.Ir
elan
dT
ees
(Mid
dlet
on-in
-Tee
sdal
e), N
.E.E
ngla
ndD
eben
(N
aunt
on H
all),
Ang
lian
Lugg
(B
yton
) W
ales
Cam
el (D
enby
), S
.W.E
ngla
nd
Fro
me
(Ebl
ey M
ill),
Mid
land
sU
pper
Lee
(Wat
er H
all),
Tha
mes
Tro
mie
(Tro
mie
Brid
ge),
N.S
cotla
ndD
ever
on (A
voch
ie),
N.S
cotla
ndS
even
(Nor
man
by),
N.E
.Eng
land
Wen
sum
(Fak
enha
m),
Ang
lian
Itche
n (H
ighb
ridge
), S
.Eng
land
Axe
(Whi
tford
), S
.W.E
ngla
ndG
reat
Sto
ur (H
orto
n), S
.Eng
land
Eye
Wat
er (E
yem
outh
Mill
), E
.Sco
tland
Wea
ver (
Aud
lem
), N
.E.E
ngla
ndD
earn
e (B
arns
ley
Wei
r), N
.E.E
ngla
ndB
ain
(Ful
sby
Lock
), A
nglia
nE
den
(Kem
back
), E
.Sco
tland
Soa
r (Li
ttlet
horp
e), M
idla
nds
Bly
th (H
artfo
rd B
ridge
), N
.E.E
ngla
nd
Der
wen
t (O
use
Brid
ge),
N.E
.Eng
land
Dru
mra
gh (
Cam
psie
Brid
ge),
N.Ir
elan
dW
yre
(St.M
icha
els)
, N.E
.Eng
land
Dov
ey (
Dov
ey B
ridge
), W
ales
Bus
h (S
enei
rl B
ridge
), N
.Irel
and
Ogm
ore
(Brid
gend
), W
ales
Bla
ck C
art W
ater
(M
illik
en P
ark)
,W.S
cotla
nd
1975
1980
1985
1990
1995
2000
Yea
rs
1975
1980
1985
1990
1995
2000
Yea
rs
1975
1980
1985
1990
1995
2000
Yea
rs
Cla
ss 1
F (
low
)C
lass
2F (
inte
rmed
iate
)C
lass
3F (
high
with
low
var
iabi
lity)
Cla
ss 4
F (
high
with
hig
h va
riabi
lity)
Cla
ss 1
T (
cold
win
ter
and
cool
sum
mer
w
ith h
igh
seas
onal
ity)
Cla
ss 1
R (
mod
erat
ely
wet
win
ter
and
dry
sum
mer
)C
lass
2R (
dry
year
with
low
sea
sona
lity)
Cla
ss 3
R (
wet
yea
r w
ith lo
w s
easo
nalit
y)C
lass
4R (
wet
yea
r w
ith h
igh
seas
onal
ity)
Cla
ss 2
T (
war
m w
inte
r an
d co
ol s
umm
er
with
low
sea
sona
lity)
Cla
ss 3
T (
cold
win
ter
and
war
m s
umm
er
with
hig
h se
ason
ality
)
Cla
ss 4
T (
war
m y
ear
with
low
sea
sona
lity)
(a)
RIV
ER
FLO
W(c
) R
AIN
FA
LL(b
) T
EM
PE
RA
TU
RE
Figu
re9.
Inte
rann
ualre
gim
em
agni
tude
variab
ility
for
(a)
rive
rflo
w,(b
)te
mpe
ratu
rean
d(c
)ra
infa
llin
spac
ean
dov
ertim
e
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2533
Class 1F (low)
Class 2F (intermediate)
Class 3F (high with low variability)
Class 4F (high with high variability)
Region 3F (High)
Region 2F (Intermediate)
Region 1F (Low)
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1995
1996
1997
1998
1994
Years
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1995
1996
1997
1998
1994
Years
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1995
1996
1997
1998
1994
Years
16
14
12
10
8
6
4
2
0
Freq
uenc
y
16
14
12
10
8
6
4
2
0
Freq
uenc
y
16
14
12
10
8
6
4
2
0
Freq
uenc
y
Figure 10. Regional frequencies of flow regime magnitude classes
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2534 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
Table IV. Interannual regime magnitude variability
(a) Average values for indices within each class for examplar stations selected from long-term magnitude regions for river flow
Region type Station Flow indices Class average (mm month�1) Average(all station-years)
1F 2F 3F 4F
Low magnitude Wensum (34011) Mean 15Ð0 24Ð8 33Ð8 36Ð4 25Ð8Standard deviation 6Ð3 11Ð9 13Ð3 19Ð4 11Ð9Minimum 6Ð6 10Ð5 17Ð0 10Ð2 10Ð5Maximum 27Ð2 46Ð9 58Ð0 70Ð7 47Ð6Number of
station-years8 7 5 5 25
Intermediate Lugg (55014) Mean 71Ð2 116Ð5 137Ð2 152Ð6 119Ð8magnitude Standard deviation 49Ð2 92Ð6 93Ð1 138Ð1 94Ð8
Minimum 18Ð9 22Ð7 37Ð8 22Ð7 24Ð5Maximum 181Ð6 300Ð9 336Ð4 429Ð6 313Ð2Number of
station-years4 12 4 5 25
High magnitude Carron (3002) Mean 227Ð3 259Ð3 307Ð7 315Ð2 272Ð5Standard deviation 126Ð9 189Ð3 147Ð5 255Ð5 181Ð2Minimum 50Ð8 47Ð2 123Ð9 58Ð6 63Ð8Maximum 456Ð0 672Ð9 581Ð0 869Ð1 643Ð7Number of
station-years8 6 4 7 25
(b) Average values for indices within each class for examplar stations selected from long-term magnitude regionsfor temperature
Region type Station Temperature indices Class average (°C) Average(all station-years)
1T 2T 3T 4T
Cold Faskally (paired with Mean 7Ð4 7Ð8 8Ð1 8Ð5 7Ð9Tromie, 8008) Standard deviation 5Ð4 4Ð4 5Ð1 4Ð5 4Ð8
Minimum �0Ð8 1Ð6 0Ð4 3Ð0 1Ð2Maximum 14Ð5 14Ð4 16Ð1 15Ð8 15Ð2Number of
station-years5 8 6 6 25
Warm with low Bastreet (paired with Mean 8Ð3 8Ð8 9Ð2 9Ð8 9Ð0seasonality Camel, 49001) Standard deviation 4Ð5 3Ð8 4Ð5 3Ð7 4Ð0
Minimum 0Ð3 3Ð4 3Ð0 5Ð1 3Ð2Maximum 14Ð6 14Ð4 16Ð6 16Ð2 15Ð3Number of
station-years4 10 6 5 25
Warm with high Rugby (paired with Mean 8Ð9 9Ð2 9Ð6 10Ð4 9Ð6seasonality Soar, 28082) Standard deviation 5Ð7 4Ð6 5Ð5 4Ð7 5Ð1
Minimum �0Ð6 2Ð5 2Ð1 4Ð5 2Ð2Maximum 17Ð0 16Ð0 18Ð6 18Ð1 17Ð4Number of
station-years5 7 7 6 25
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2535
Table IV. (Continued)
(c) Average values for indices within each class for examplar stations selected from long-term magnitude regions for rainfall
Region type Station Rainfall indices Class average (mm month�1) Average(all station-years)
1R 2R 3R 4R
Dry with low Sheffield (paired with Mean 70Ð5 55Ð7 73Ð8 74Ð0 67Ð3seasonality Dearne, 27023) Standard deviation 42Ð3 27Ð5 34Ð2 56Ð6 39Ð5
Minimum 12Ð6 14Ð3 28Ð4 16Ð2 15Ð5Maximum 147Ð1 107Ð2 140Ð2 215Ð0 145Ð9Number of
station-years11 7 3 4 67Ð3
Intermediate Camps Reservoir Mean 105Ð2 92Ð7 114Ð4 116Ð0 105Ð0(paired with Tweed, Standard deviation 62Ð8 46Ð0 47Ð2 93Ð5 59Ð421014) Minimum 20Ð9 25Ð9 57Ð3 31Ð1 28Ð6
Maximum 228Ð1 168Ð6 197Ð0 349Ð1 220Ð9Number of
station-years14 5 4 2 25
Wet with high Moel Cynnedd (paired Mean 195Ð1 153Ð1 202Ð1 218Ð3 192Ð6seasonality with Dovey, 64001) Standard deviation 122Ð1 78Ð3 98Ð8 139Ð5 112Ð5
Minimum 32Ð7 24Ð7 69Ð9 59Ð5 42Ð1Maximum 417Ð8 305Ð6 386Ð9 530Ð5 407Ð2Number of
station-years13 4 5 3 25
Class AR—September–November peak with dry February and June (245 station-years);Class BR—October peak with secondary January–March peak and dry November–December (253 station-
years);Class CR—double peak November–December and June with dry September and relatively low January–May
rainfall (176 station-years);Class DR—later (December–January) winter peak with gradual decline into July (201 station-years).
Four magnitude classes are found, which may be described using the indices (Table IVc):
Class 1R—moderately wet winter and dry summer with lowest minimum, second highest maximum andstandard deviation, and second lowest mean (321 station-years).
Class 2R—dry year with low seasonality with lowest mean, standard deviation and maximum and secondlowest minimum (232 station-years);
Class 3R—wet year with low seasonality with highest minimum, second highest mean and second lowestmaximum and standard deviation (189 station-years);
Class 4R—wet year with high seasonality with the highest values for all indices, except for second highestminimum (133 station-years).
Rainfall shape (Figure 6c) and magnitude (Figure 9c) regimes exhibit spatial and annual uniformity butto a lesser degree than temperature. Clear between-region (flow) differences, but within-region similarity,in rainfall regime shape are evident throughout the study period (e.g. 1977, 1982, 1983, 1989 and 1990).However, in individual years, a single regime shape class may dominate the whole UK, for example ClassesAR in 1984, 1991 and 1992; BR in 1976 and 1987; CR in 1979, 1986, 1996 and 1997; and DR in 1978, 1985and 1994. For magnitude, Class 2R dominates in 1975, 1988, 1990 and 1991. Notably, 1975 is the seconddriest summer on record for England and Wales (Jones and Conway, 1997). There is no discernible trend in
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2536 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
either regime attribute over the study period. Likewise, Thompson (1999) and Osborn et al. (2000) found nosignificant increase in annual precipitation, although both identified some evidence of a shift toward moreintense winter and less intense summer precipitation. The resolution of regime analysis is too coarse to pickout such finer-scale phenomena.
Interannual climate–flow-regime associations
Climate–flow-regime associations are explored at the annual time-scale; these results are cross-referencedwith the literature to test efficacy of the regime classification. As for regional analyses, basin-by-basin processinvestigations are not conducted (as justified above). Validation of the temperature regimes is not performedowing to a shortage of publications upon subseasonal variability. The discussion focuses upon a sample ofyears when single flow shape or magnitude regimes dominate the UK because these are well documented.
Shape. December peak flow regimes (BF) dominate in 1992 (hydrological year 1992–93) with 40% ofstations classified as high magnitude (4F). Rainfall shape Class AR (September–November peak with dryFebruary and June) and wet winter rainfall (1R and 4R) regimes occur at 83% and 74% of stations, respectively.Accordingly, Institute of Hydrology (UK) and British Geological Survey (IH–BGS, 1993) report high flowsand flooding during November–December 1992 with high autumn–winter rainfall, but the lowest observed2-month rainfall total for many English catchments in February–March 1993 (IH–BGS, 1993, 1994).
January peak flow regimes (CF; 71% of stations) dominate in 1987, corresponding with rainfall ClassBR (October peak with secondary January–March peak and dry November–December; 97%). TotalJanuary–March 1988 rainfall is the greatest recorded that century (IH–BGS, 1989a, b).
February peak flow regimes (DF) dominate (83% of all stations; 100% of stations in Regions BF, CF andDF) in 1989. Rainfall regimes are characterized by Class BR and late December–January peaks (DR) (51% and34%, respectively). The former rainfall class is most common within Region AF (75%) and the latter withinRegions BF and CF (63%). Low flows are identified across much of the UK until December 1989, followedby high mid-late winter precipitation and flows (IH–BGS, 1990, 1991). However, rainfall was significant inthe west and north in October 1989 (IH–BGS, 1990, 1991), which explains the high frequency of rainfallregime BR and possibly the occurrence of flow regimes CF and EF within Region AF, as both classes havehigh flows coinciding with the secondary rainfall peak.
March peak flow regimes (EF) dominate (63%) in 1988 with 69% of stations experiencing rainfall ClassBR and all stations experiencing a prolonged winter with respect to temperature (Class DT). Many rainfallregimes for Scotland and north-west England exhibit low seasonality in magnitude indices (Class 2R and 3R).The winter dry period and secondary January–March peak associated with rainfall regime BR may account forthe March peak, as onset of higher flows is delayed until unsettled weather in January–February (IH–BGS,1989b, 1990). Many river gauges recorded unprecedented high flows in spring 1989 (IH–BGS, 1989b).
November peak flow regimes (AF) do not dominate nationwide but account for 94% of Region AF
stations in 1991. This flow class is associated largely with rainfall regime AR (75%), which possesses aSeptember–November peak. For autumn 1991, IH–BGS (1992) report that upland rainfall and river flow washigh whereas the lowlands were particularly dry.
Magnitude. Three periods of low flow are evident during the study period, which affect many but not allstations: (i) 1975, (ii) 1988 and 1990–91, and (iii) 1995–96 (Figure 9a). The most widespread low flows(86%) occur in 1975 with four basins in north-west Scotland and the Deben (East Anglia) classified asintermediate (2F). Rainfall regimes are dominated (89%) by 2R (dry year with low seasonality) and airtemperature regimes by 3T (cold winter and warm summer with high seasonality; 63%) and 4T (warm yearwith low seasonality; 37%), which together explain reduced flows. Similarly, Doornkamp (1980) and Marshand Turton (1996) attribute the 1975 ‘drought’ to below average winter and summer precipitation and highsummer temperatures. A prolonged period of low flow occurs in 1988 and 1990–91 with 60%, 46% and 66%
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2537
of all stations, respectively, in Class 1F. Region 1F has a higher proportion of low flow regimes comparedwith the UK as a whole (1988 D 88%, 1990 D 50% and 1991 D 94%). Shape Region CF basins, associatedwith major aquifers, exhibit clear low flow (83% of station-years) at this time. Marsh and Monkhouse (1993)and Price (1998) suggest that decreased groundwater levels in these catchments in 1988 and 1991 andreduced rainfall totals across the south and east, owing to more northerly tracking of depressions, causedlow flows. As for 1975, rainfall regime 2R is most common (1988 D 74%, 1990 D 54% and 1991 D 57%)with air temperature regimes dominated by 4T in 1988 (100%) and 1991 (86%) and 3T in 1989 (97%). Lowflows occur at 66% and 51% of stations in 1995 and 1996, respectively. Again, Region 1F has a greaterpercentage of low flow regimes (1995 D 69% and 1996 D 75% cf. UK) and 88% of station-years for RegionCF are classified as low magnitude. Air temperature regime 3T (100%) and rainfall classes 2R (49%) and 1R
(moderately wet winter and dry summer; 40%) are most frequently observed in 1995; whereas 4T (100%)and 1R (63%) dominate in 1996. Low flow conditions in 1995 and 1996 are also identified by CEH (2003b).
High flows are widespread in 1980 (IH–BGS, 1985), 1993 (IH–BGS, 1994, 1995) and 1998 (CEH,2003b), with Classes 3F and 4F occurring at 77%, 83% and 80% of stations, respectively. During theseyears, both high magnitude rainfall regimes are common: 3R (1980 D 57%, 1993 D 37% and 1998 D 14%)and 4R (1980 D 9%, 1993 D 20% and 1998 D 31%). However, 30% and 40% of stations in 1993 and 1998,respectively, are classified as moderately wet winter and dry summer (1R). These regimes are characterizedby high winter, summer and/or annual rainfall. The 1981 calendar year (spanning the 1980 hydrological year)was the third successive year in which UK rainfall totals exceeded the 1941–70 average; hence, flows weregenerally higher than normal, particularly in catchments with a high baseflow index (IH–BGS, 1985). Thismay account for 46% of flow regimes being classified as high magnitude with low variability (3F) in 1981.Air temperature regimes 2T (97%), 2T (40%) and 3T (49%), and 4T (94%) dominate in 1980, 1993 and 1998,respectively. Notably, the coolest temperature regime (1T) does not correspond with high flow years. Hence,there does not appear to be a consistent temperature–high-flow association, indicating rainfall inputs have agreater influence.
CLIMATIC SENSITIVITY OF RIVER FLOW REGIMES
For flow regime shape and magnitude, associations with interannual rainfall regimes are clearly identifiable,with the timing and amount of rainfall and flow corresponding. Temperature–flow relationships exist butappear less well defined (see previous section). There are no simple, exclusive relationships between climateand flow classifications and links vary in strength and direction from year-to-year, region-to-region and station-to-station. Hence, this section assesses this sensitivity of flow regimes to rainfall and air temperature using anew analytical tool (sensitivity index, SI ). Key findings are highlighted for regime shape and magnitude, inturn, with SI values for all stations listed in Table V.
Shape
Negative SI values for the majority of regime shape associations indicate flow is less equitable thanclimate (Figure 1, SI ! �1). Positive SI values are observed for one and eight rivers for temperature andrainfall, respectively, where flow is more equitable than climate (Figure 1, SI ! C1). The most negativeSI values are for Region CF (�0Ð69 [�0Ð73] � SI � �0Ð49 [�0Ð54] for temperature [rainfall]). These fourrivers, associated with permeable geologies, are the least climatically sensitive with a limited number offlow regimes observed under a range of climatic regime (e.g. Itchen, 42 010, Figure 11). In the otherregions, flows exhibit more climatic sensitivity with a greater likelihood of distinct climate–flow associations.Region AF provides the most climatically sensitive river to temperature: the Tees (25018) in north-eastEngland (SI D �0Ð26 [0Ð53] for temperature [rainfall]) (Figure 11). Region BF yields negative SI values(�0Ð68 [�0Ð60] � SI � �0Ð31 [�0Ð46] for rainfall [temperature]); these values are within the mid-rangefor the negative scenario so there is still a tendency for the same flow regime to occur under different
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2538 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
Table V. Sensitivity Index of river flow regimes to temperature and rainfall regimes for shape and magnitude. Stations arearranged in ascending order with respect to Sensitivity Index values
Shape regimes Magnitude regimes
Flow–temperature Flow–rainfall Flow–temperature Flow–rainfall
Station SI Region Station SI Region Station SI Region Station SI Region
42010 �0Ð69 1C 42010 �0Ð73 1C 8008 �0Ð62 2D 8008 �0Ð78 2D54027 �0Ð67 1C 38018 �0Ð66 1C 22006 �0Ð53 1B 14001 �0Ð64 1B14001 �0Ð58 1B 84017 �0Ð65 3A 35002 �0Ð49 1B 84017 �0Ð57 3A22006 �0Ð57 1B 35002 �0Ð60 1B 72002 �0Ð48 2A 22006 �0Ð55 1B35002 �0Ð56 1B 60003 �0Ð58 2A 54027 �0Ð47 1C 72002 �0Ð53 2A34011 �0Ð52 1C 22006 �0Ð57 1B 21014 �0Ð44 2A 45004 �0Ð53 2B55014 �0Ð51 2B 201006 �0Ð57 2A 27057 �0Ð42 1D 67006 �0Ð50 2A97002 �0Ð50 2A 54027 �0Ð56 1C 97002 �0Ð41 2A 10002 �0Ð49 1A40011 �0Ð50 1B 75003 �0Ð55 3A 40011 �0Ð40 1B 35002 �0Ð48 1B38018 �0Ð49 1C 72002 �0Ð55 2A 55014 �0Ð39 2B 28082 �0Ð45 1B84017 �0Ð45 3A 27023 �0Ð55 1B 3002 �0Ð38 3A 27057 �0Ð43 1D30003 �0Ð45 1B 34011 �0Ð54 1C 75003 �0Ð36 3A 40011 �0Ð42 1B
204001 �0Ð45 2A 55014 �0Ð53 2B 201006 �0Ð36 2A 58001 �0Ð42 3A68005 �0Ð45 1B 204001 �0Ð52 2A 58001 �0Ð35 3A 25018 �0Ð33 3A21016 �0Ð45 1B 68005 �0Ð52 1B 67006 �0Ð34 2A 27023 0Ð36 1B10002 �0Ð44 1A 28082 �0Ð52 1B 10002 �0Ð32 1A 21014 0Ð37 2A94001 �0Ð44 3A 58001 �0Ð51 3A 84017 �0Ð32 3A 55014 0Ð39 2B75003 �0Ð43 3A 49001 �0Ð50 2B 203018 �0Ð30 2A 64001 0Ð43 3A72002 �0Ð42 2A 203018 �0Ð50 2A 94001 �0Ð29 3A 75003 0Ð44 3A27057 �0Ð41 1D 21016 �0Ð49 1B 25018 �0Ð28 3A 97002 0Ð48 2A9001 �0Ð40 1D 97002 �0Ð47 2A 28082 �0Ð28 1B 201006 0Ð48 2A
27023 �0Ð40 1B 14001 �0Ð47 1B 14001 �0Ð27 1B 54027 0Ð49 1C49001 �0Ð40 2B 30003 �0Ð47 1B 45004 �0Ð24 2B 203018 0Ð50 2A64001 �0Ð39 3A 40011 �0Ð46 1B 68005 �0Ð22 1B 68005 0Ð52 1B28082 �0Ð39 1B 64001 �0Ð46 3A 34011 �0Ð15 1C 21016 0Ð53 1B
201006 �0Ð39 2A 27057 �0Ð46 1D 21016 0Ð49 1B 60003 0Ð54 2A203018 �0Ð38 2A 45004 �0Ð46 2B 30003 0Ð54 1B 94001 0Ð55 3A21014 �0Ð37 2A 94001 0Ð33 3A 42010 0Ð62 1C 38018 0Ð56 1C60003 �0Ð36 2A 67006 0Ð34 2A 60003 0Ð73 2A 30003 0Ð61 1B67006 �0Ð35 2A 3002 0Ð41 3A 204001 0Ð73 2A 204001 0Ð62 2A8008 �0Ð34 2D 8008 0Ð46 2D 49001 0Ð77 2B 42010 0Ð62 1C
58001 �0Ð34 3A 10002 0Ð47 1A 9001 0Ð78 1D 3002 0Ð66 3A45004 �0Ð31 2B 25018 0Ð53 3A 38018 0Ð79 1C 49001 0Ð67 2B25018 �0Ð26 3A 21014 0Ð54 2A 64001 0Ð81 3A 34011 0Ð68 1C3002 0Ð58 3A 9001 0Ð55 1D 27023 0Ð87 1B 9001 0Ð72 1D
climatic regimes. Region DF exhibits the greatest overall sensitivity to temperature (�0Ð41 � SI � �0Ð34),which suggests spring peak flows in these upland catchments may be thermally driven (i.e. snowmelt).Region AF shows a wide range of SI values (�0Ð65[�0Ð50] � SI � 0Ð54[0Ð58] for rainfall [temperature]),as does Region DF for rainfall–flow associations (�0Ð46 � SI � 0Ð55). All stations yielding positive SIvalues are situated in the north and west; they are insensitive but to a lesser extent (i.e. SI closerto unity) and in a different way to Region CF, instead there is greater variability in flow regimesobserved under each climatic regime. The Carron (3002) in northern Scotland yields SI values of 0Ð58(temperature) and 0Ð41 (rainfall), indicating a variety of flow responses under the same climatic regime(Figure 11).
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2539
Figure 11. Examples of the climatic sensitivity of flow regimes (a) air temperature shape and (b) rainfall magnitude. The thickness andnumbers on arrows denote the frequency of associations
Magnitude
The sensitivity of flow regime magnitude to climate varies widely between stations, irrespective of region(Table V). All magnitude regions experience a range of SI values, both positive to negative, for flowassociations with temperature and rainfall. The absence of regional patterns may be expected, because theinterannual regime magnitude classification is relative at a station (see Method section). It is beyond the scopeof this section to provide a detailed discussion of the climatic sensitivity of individual rivers; therefore, threeexamples are selected to characterize the nature of associations identified across the UK. The Tromie in centralnorthern Scotland (8008) is stable in terms of flow magnitude, with Class 2F occurring for 64% of station-yearsregardless of the climatic regime. It follows that the Tromie is climatically insensitive (SI D �0Ð62 [�0Ð78]for temperature [rainfall], Figure 11). The nearby Deveron (9001) is also insensitive to climate but in theopposite direction, because a variety of flow regimes occur under each climatic regime (SI D 0Ð78[0Ð72] fortemperature [rainfall], Figure 11). Again, the Tees shows climatic sensitivity (Figure 11) with different flowregime magnitudes typically observed for each climate regime (SI D �0Ð28 [�0Ð33] for temperature [rainfall],Figure 11).
For regime shape and magnitude, climate-flow associations are insensitive where SI ! 1 with a range offlows observed under each climatic regime. Climatic insensitivity of flows also occurs where SI ! �1, butfor this scenario the flow response is arguably more predictable because a limited number of flow classesoccur under a range of climate regimes (e.g. Region CF). Stations where SI ! 0 are climatically sensitive;however, for the test data set SI values close to unity were generally lacking most probably owing to themoderating effect of terrestrial factors, which may vary over time. This highlights the importance of thecatchment in determining the sensitivity of climate–flow response.
EVALUATION OF REGIME CLASSIFICATION METHOD AND SENSITIVITY INDEX
This paper develops and tests: (i) a regime classification method to identify spatial and temporal patterns inintraannual hydroclimatological response, and (ii) a novel sensitivity index (SI ) to assess the sensitivity offlow regimes to climate. The application of these methods to a test data set generates results that support
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2540 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
current knowledge about the hydroclimatology of the UK. Although this research does not seek to yield new,detailed physical process understanding, it provides perspective at large spatial and temporal scales uponclimate and flow regime and quantifies linkages. In this final section, the regime classification method andthe SI are evaluated as analytical tools and in terms of wider applicability.
Regime classification
The classification of regime shape (form) and magnitude considers the whole annual cycle rather thanisolating a single month or season for analysis, which has been the common approach of previous studies.The method presented is a refinement of techniques published by Harris et al. (2000), based upon Hannah et al.(1999, 2000). The regime classification presented is arguably more statistically robust owing to incorporation ofa two-stage clustering procedure and discriminant function analysis (see Method section). The test applicationshows the method to be particularly useful for identifying large-scale patterns in regimes (i.e. regionalization:spatial mode) and their between-year stability (i.e. interannual variability: temporal mode) and, thus, providesa context for short-term, small-scale process-based research. Although in this instance monthly river flows,temperatures and rainfall are analysed, the classification approach may be applied to a range of environmentaldata, at different spatio-temporal resolution, where there is an underlying signal with a form and magnitudeof interest.
However, any method of simplification (including classification) has limitations. Wilby (1994) identifiesthree ‘problems’ with categorization: classification, scale and stability. Classification may result in: (i) lossof potentially useful information; (ii) identification of arbitrary classes; (iii) non-transferable results, and(iv) subjectivity introduced by different analysts. Each of these points has been carefully considered indevelopment of the regime classification (numbers below correspond with those points above).
i. The method enables description of regime shape and magnitude, which are the key attributes of interestfor academic and operational research. Although actual values are ‘lost’, a clearer understanding of datastructure is gained.
ii. Distinct classes are not arbitrary (i.e. random) but rather statistically informed and reflect specifichydrological and climatological features.
iii. It may not be possible to transfer information from one study to another but this is true for most empiricalresearch. However, nesting of classifications at different scales provides an understanding of patterningand variability at multiple resolutions.
iv. Exploratory analyses reveal the optimum cluster solution is yielded using a two-stage procedure: Ward’sagglomerative, hierarchical cluster analysis and non-hierarchical k -means cluster analysis (see Methodsection). Hence, the only subjective decision is the number of clusters retained (aided by agglomerationschedule and dendrogram plots), which determines classification detail.
Scale issues relate to the inability of categorization to represent continuous spatial and temporal variability.In this paper, regimes represent long-term average or interannual patterns for points (air temperature and pre-cipitation) or runoff integrated over catchment areas. The use of monthly values provides valuable informationon the intraannual variability, which is subsumed by seasonally- and annually-averaged (continuous) values.The classification scheme may be applied at a range of scales: single or few sites at diurnal (Hannah et al.,1999, 2000) to annual (Harris et al., 2000; Wood et al., 2001) time-scales but also multiple stations (Bowerand Hannah, 2002; Kansakar et al., 2002).
Stability refers to the assumption that the physical processes inferred to operate under each class are notconstant but vary spatially and temporally. For flow regionalization, this may be overcome, at least partially,by a basin-by-basin knowledge of climate and catchment controls. Non-stationarity is an inherent problemwith most climatological and hydrological time-series. Hence, it is the responsibility of the researcher to useappropriate statistical homogeneity tests, refer to metadata and review literature to place the study period incontext.
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2541
Sensitivity index (SI )
The SI provides a means of assessing the often-complex linkages between climatic drivers and river flow,as it identifies the strength and direction of associations between classifications of air temperature/rainfalland flow regimes. Thus, it provides a useful diagnostic hydroclimatological tool. The application of theSI to assess sensitivity of river flow regimes to seasonal climatic variations is novel, as previous workhas considered months or seasons in isolation. However, any method of summarizing associations has itslimitations, particularly when a single value determines both the strength and direction of the relationship.Conversely, this may be considered a benefit as it provides a concise measure that is readily comparablebetween different sites (and potentially time periods). Although the SI identifies stations where river flowsare climatically (in)sensitive, it does not indicate the reason behind (in)sensitivity, which can be gained onlyby knowledge of the river basin and physical process interactions.
Differences in the number of regime classes for climate and flow classifications can affect the SI, asequitability tends to decrease with the number of classes. The relative equitability of the two classificationsdetermines whether the SI is calculated using the positive or negative scenario, hence, the index sign. Forthe UK test data set, six flow and four climate shape regimes were identified, resulting in a shift toward thenegative scenario. Despite this cautionary note, the SI clearly indicates that the occurrence of flow regimesare more uneven than climate regimes and provides information about the strength of climatic controls uponflow.
The SI has potential for application to other problems where relationships between two nominal classifica-tions need to be quantified. For example, the SI may be applied to link classes for climate regime and landproductivity or snow cover, or hydrological regime and river channel engineering type or ecological status.Hence, the SI has potentially wide utility as an analytical tool.
Having demonstrated the regime classification and SI to be useful in an environment (UK) where thehydroclimatology is relatively well known, there appears to be much to gain by applying these techniquesto parts of the world where large-scale patterns and associations between climate and hydrology are poorlyunderstood (e.g. Hannah et al., submitted; Kansakar et al., in press) to advance scientific understanding andinform water resource management.
ACKNOWLEDGEMENTS
D. Bower is funded by NERC studentship GTNER/S/A/2000/03936. G. Rees and I. Akram at the Centre forEcology and Hydrology (CEH) Wallingford extracted daily river flow time-series from the FRIEND-EWA. TheBritish Atmospheric Data Centre (BADC) provided daily temperature and rainfall time-series. K. Burkhill andA. Ankcorn redrew diagrams. The authors thank the two anonymous referees for their constructive comments.
REFERENCES
Arnell NW, Brown RPC, Reynard NS. 1990. Impact of Climatic Variability and Change on River Flow Regimes in the UK. Report 107,Institute of Hydrology: Wallingford; 154.
Arnell NW, Krasovskaia I, Gottschalk L. 1993. River flow regimes in Europe. In Flow Regimes from International Experimental and NetworkData (FRIEND), Vol. 1, Gustard A (ed.). Institute of Hydrology: Wallingford; 112–121.
Barrow E, Hulme M. 1997. The surface climate of the British Isles. In Climates of the British Isles , Hulme M, Barrow E (eds). Routledge:London; 33–62.
Bower D, Hannah DM. 2002. Spatial and temporal variability of UK river flow regimes. In FRIEND 2002—Regional Hydrology: Bridgingthe Gap between Research and Practice (Proceedings of Cape Town Conference). IAHS Publication 274, International Association &Hydrological Sciences: Wallingford; 457–464.
CEH. 2003a. National River Flow Archive Data Retrieval Service. http://www.nwl.ac.uk/ih/nrfa/river flow data/nrfa retrievals.htm (accessed17 July 2003).
CEH. 2003b. Water watch. http://www.nwl.ac.uk/ih/nrfa/water watch/index.htm (accessed 17 July 2003).Dettinger MD, Diaz HF. 2000. Global characteristics of stream flow seasonality and variability. Journal of Hydrometeorology 1: 289–310.Doornkamp JC, Gregory KJ, Burn AS. 1980. Atlas of Drought in Great Britain: 1975/1976 . Institute of British Geographers: London; 82.
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
2542 D. BOWER, D. M. HANNAH AND G. R. MCGREGOR
Gottschalk L. 1985. Hydrological regionalisation of Sweden. Hydrological Sciences Journal 30: 65–83.Gustard A, Bullock A, Dixon JM. 1992. Low Flow Estimation in the United Kingdom. Report 108, Institute of Hydrology: Wallingford; 195.Hannah DM, Gurnell AM, McGregor GR. 1999. A methodology for investigation of the seasonal evolution of proglacial hydrograph form.
Hydrological Processes 13: 2603–2621.Hannah DM, Kansakar SR, Gerrard AJ, Rees G. Flow regimes of Himalayan rivers of Nepal: nature and spatial patterns. Journal of Hydrology
(submitted).Hannah DM, Smith BPG, Gurnell AM, McGregor GR. 2000. An approach to hydrograph classification. Hydrological Processes 14:
317–338.Harris NM, Gurnell AM, Hannah DM, Petts GE. 2000. Classification of river regimes: a context for hydroecology. Hydrological Processes
14: 2831–2848.Harvey LDD. 2000. Upscaling in global change research. Climatic Change 44: 225–263.Institute of Hydrology, British Geological Survey. 1985. Hydrological Data UK 1981 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 168 pp.Institute of Hydrology, British Geological Survey. 1989a. Hydrological Data UK 1987 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 188 pp.Institute of Hydrology, British Geological Survey. 1989b. Hydrological Data UK 1988 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 192 pp.Institute of Hydrology, British Geological Survey. 1990. Hydrological Data UK 1989 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 200 pp.Institute of Hydrology, British Geological Survey. 1991. Hydrological Data UK 1990 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 193 pp.Institute of Hydrology, British Geological Survey. 1992. Hydrological Data UK 1991 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 175 pp.Institute of Hydrology, British Geological Survey. 1993. Hydrological Data UK 1992 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 176 pp.Institute of Hydrology, British Geological Survey. 1994. Hydrological Data UK 1993 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 174 pp.Institute of Hydrology, British Geological Survey. 1995. Hydrological Data UK 1994 Yearbook . Institute of Hydrology/British Geological
Survey: Wallingford; 176 pp.Jones PD, Conway D. 1997. Precipitation in the British Isles: an analysis of area-average data updated to 1995. International Journal of
Climatology 17: 427–438.Kansakar SR, Hannah DM, Gerrard J, Rees G. 2002. Flow regime characteristics of Himalayan river basins in Nepal. In FRIEND
2002—Regional Hydrology: Bridging the Gap between Research and Practice (Proceedings of Cape Town Conference). IAHS Publication274, International Association of Hydrological Sciences: Wallingford; 425–432.
Kansakar SR, Hannah DM, Gerrard AJ, Rees G. Spatial pattern in the precipitation regimes of Nepal. International Journal of Climatology(in press).
Kent M, Coker P. 1992. Vegetation Description and Analysis: a Practical Approach. Wiley: Chichester; 363.Krasovskaia I. 1995. Quantification of the stability of river flow regimes. Hydrological Sciences Journal 40: 587–597.Krasovskaia I. 1996. Sensitivity of the stability of river flow regimes to small fluctuations in temperature. Hydrological Science Journal 41:
251–264.Krasovskaia I. 1997. Entropy-based grouping of river flow regimes. Journal of Hydrology 202: 173–191.Krasovskaia I, Arnell NW, Gottschalk L. 1994. Flow regimes in northern and western Europe: development and application of procedures
for classifying flow regimes. In FRIEND: Flow Regimes from International Experimental and Network Data (Proceedings of BraunschweigConference). IAHS Publication 221, International Association of Hydrological Sciences: Wallingford; 185–192.
Krasovskaia I, Gottschalk L. 1992. Stability of river flow regimes. Nordic Hydrology 23: 137–154.Marsh T, Black A, Arcreman M, Elliott C. 2000. River flows. In The Hydrology of the UK , Acreman M (ed.). Routledge: London; 101–133.Marsh TJ, Monkhouse RA. 1993. Drought in the United Kingdom, 1988–92. Weather 48: 15–23.Marsh TJ, Turton PS. 1996. The 1995 drought—a water resources perspective. Weather 51: 46–53.Mosley MP. 1981. Delimitation of New Zealand hydrologic regions. Journal of Hydrology 49: 173–192.NERC. 1975. Flood Studies Report, Vol. 1. Natural Environment Research Council: London; 550 pp.Osborne TJ, Hulme M, Jones PD, Basnett TA. 2000. Observed trends in the daily intensity of United Kingdom precipitation. International
Journal of Climatology 20: 347–364.Price M. 1998. Water storage and climate change in Great Britain—the role of groundwater. Proceedings of the Institution of Civil Engineers,
Water, Materials and Energy 130: 42–50.Roald L, Wesselink AJ, Arnell NW, Dixon JM, Rees G, Andrews AJ. 1993. European Water Archive. In Flow Regimes from International
Experimental and Network Data (FRIEND), Vol. 1, Gustard A (ed.). Institute of Hydrology: Wallingford; 7–20.Robson AJ, Jones TK, Reed DW, Bayliss AC. 1998. A study of national trend and variation in UK floods. International Journal of
Climatology 18: 165–182.Thompson R. 1995. Complex demodulation and the estimation of the changing continentality of Europe climate. International Journal of
Climatology 15: 175–185.Thompson R. 1999. A time-series analysis of the changing seasonality of precipitation in the British Isles and neighbouring areas. Journal
of Hydrology 224: 169–183.Wallace JM, Hobbs PV. 1977. Atmospheric Science: an Introductory Survey . Academic Press: London; 467.Ward RC. 1968. Some runoff characteristics of British rivers. Journal of Hydrology 6: 358–372.Ward RC. 1981. River systems and river regimes. In British Rivers , Lewin J. (ed). Allen & Unwin: London; 1–33.
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)
TECHNIQUES FOR ASSESSING CLIMATIC SENSITIVITY OF FLOW REGIMES 2543
Wilby RL. 1994. Stochastic weather type simulation for regional climate change impact assessment. Water Resources Research 30:3395–3403.
Wood PJ, Hannah DM, Agnew MD, Petts GE. 2001. Scales of hydroecological variability within a groundwater-dominated stream. RegulatedRivers: Research and Management 17: 347–367.
Young AR, Round CE, Gustard A. 2000. Spatial and temporal variations in the occurrence of low flow events in the UK. Hydrology andEarth System Sciences 4: 35–45.
Copyright 2004 John Wiley & Sons, Ltd. Hydrol. Process. 18, 2515–2543 (2004)