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3 HISTORICAL CONTEXT
3.1 INTRODUCTION
This section provides a summary of the historical
information available in relation to the weather events
that are the subject of this study and outlines how this
information relates to the design and operation of the road
network. Further details of the data sources relating to
the information presented here are included in tabular form
at the end of this section.
3.2 TEMPERATURE
Temperature is one of the underlying parameters that
affect a number of areas of road design and operation. The
conditions in which road surfacing materials may be laid
and concrete placed are dependent on temperature and the
expected long-term performance of these materials is based
on the occurrence of a certain temperature environment. In
addition, the growing season is temperature dependent and
assumptions relating to the need for maintenance of
landscaping areas are also based on the occurrence of a
certain temperature environment.
To assist in the assessment of impact of climate change
average regional temperature series have been developed.
The best known of these is the Central England Temperature
(
CET) series, which reaches back to 1659
and is the longest monthly series in the world (Parker et
al, 1992).
CET has been widely used as a measure of
thermal conditions over the British Isles. However, Jones
and Lister (2004) have developed two specifically Scottish
temperature series, covering the periods between 1861 and
2000. One of these is for mainland Scotland (
SMT) and the other is for the north and
north-western isles (
SIT). Both series show long-term
statistically significant seasonal warming, except for the
winter (Dec-Feb) season. For mean annual temperatures the
change, expressed as a linear trend, over the period is an
increase of 0.69
oC for
SMT and 0.64
oC for
SIT. This compares closely with the 0.75
oC increase for
CET.
There is some evidence from the historic records that
the growing season is lengthening (Hulme et al, 2002).
Based on data available for central England for the period
between 1930 and 2000, the thermal growing season in
Scotland may be expected to have increased by on average
one-third of a day a year over that period.
3.3 RAIN<</b>
3.3.1 General
Rain is one of the most important factors affecting the
design and operation of the road network. It affects the
design of drainage systems to collect and discharge surface
water, these systems being designed to accommodate the 1 in
1 year storm without system storage being required and to
store the 1 in 5 year storm without flooding of the road
surface. It also affects the sizing of river
bridges/culverts, which are designed to accommodate a much
larger rainfall event, typically the 1 in 100 year storm
for the catchment concerned. Rain also creates a hazard to
road users when it is not shed sufficiently quickly from
the carriageway, resulting in loss of visibility and skid
resistance, both of which are frequent contributing factors
in road accidents.
Rain also has the potential to cause significant
landslide events, for example those witnessed in August
2004. These occur through large volumes of surface water
eroding the land surface and/or through changes in
groundwater levels reducing the stability of cuttings. In
addition, rain, together with temperature, can
significantly alter the soil moisture condition within a
catchment, creating a situation where the volume of water
that the catchment sheds may be much higher than the 15% to
50% currently used in the design of drainage systems. The
rainfall events currently used in road design are based on
historical records of rainfall events, and therefore a
particular concern is that if rain is considered likely to
increase, these records may no longer correctly describe
the design storm event.
3.3.2 Rainfall
Recent changes in Scottish rainfall are evident. Figure
3.1 shows the Scottish annual precipitation anomalies from
the start of the 18
th century to 2001. The smoothed Scottish curve,
represented by the blue line, shows a significant increase
in annual rainfall during the 1980's and 1990's. There also
appears to be a trend in seasonality, which is the ratio of
winter to summer precipitation and is represented by the
purple line, with the ratio increasing. The increase in the
winter summer ratio is also suggested by the
UKCIP02 projections.

Figure 3.1 - Annual precipitation in over
Scotland for the period 1800-2001. The bars denote
annual variations from the 1961-1990 mean (1430mm).
Source:
UKCIP02 Scientific Report.
Many researchers have recognised that the recent past
has seen a shift in the spatial and temporal patterns of
precipitation across the
UK. Marsh (1996) notes that there has
been a tendency towards wetter winters and drier summers,
with rainfall totals increasing, particularly in the north
and west of the
UK. Smith (1995) concludes that the
increased precipitation in Scotland in the 1980s and 1990s
can be regarded as the largest sustained anomaly within the
period of record 1757-1992. Foster et al (1997) observed
marked differences in annual rainfall trends between the
west and east of Scotland over the period 1861-1994, with
the west appearing to become significantly wetter while the
east remained more or less the same. They also showed that
during the recent past (1970-1994) the rainfall gradient
across Scotland, which shows a wetter west and relatively
drier east, has intensified with much of the additional
rain being recorded during the winter in the west. The
UKCIP02 projections of future
precipitation suggest a reversal of this trend.
Trends in storm event rainfall have been the subject of
less research. However, Osborn et al. (2000) found evidence
that the intensity distribution of daily precipitation
across Scotland has changed over the relatively short
period 1961-1995. For 26 stations across Scotland they
showed that the majority have recorded a general shift from
light and medium events to heavier events in the winter,
and to a lesser extent also in the spring and autumn. The
reverse was found to be true in the summer. Their work does
not, however, extend to an examination of the rarest of
events that are of key interest to this report. They
postulated that changes in winter weather types may have
contributed to the increase in the proportion of
precipitation provided by heavy events.
This change in rainfall as recorded by observed data is
also illustrated in Figure 3.2, which shows the trends in
rainfall amount from 1961 to 2000 (paper in preparation,
Perry et al).

Figure 3.2 - Average trend in rainfall amount,
1961 to 2000. Source: Met Office, Paper in
preparation.
3.3.3 River Flooding
The historical change in river flooding, which has a
direct link with rainfall, has been the subject of research
for some time. The most thorough search for long-term
trends in the
UK flood record has been conducted by
CEH Wallingford (Robson et al 1997,
Robson et al 1998). Their work focused on changes that have
occurred at the national scale, making use of flood records
from 890 river flow stations around the
UK. This information included detailed
records for the period 1941-1990, with more limited data
for the period 1870-1995.
The analysis of this information, which included
seasonal records, found that no significant long-term
trends in national flood behaviour could be detected. In
addition, a simple north-west/south-east divide was
investigated using the Tees-Exe line as the dividing axis.
Again no significant regional long-term trends for either
flood counts or annual maxima could be detected. Although
single site analysis indicated that in north and western
Scotland some sites showed a trend which is probably of
climatic origin, no significant trend could be found when
data was pooled across the region.
In the context of climate change the authors (Robson et
al, 1998) concluded that although their work could provide
no conclusive proof that climate change had affected
national flood behaviour, it did not mean that climatic
effects could be disregarded. On the basis of their
research the case remained unproven.
Robinson et al (1998) also showed a clear link between
annual rainfall and the numbers of floods. This indicted
that years of higher than average rainfall tend to have a
higher than average number of floods. They suggest that
this relationship could provide a baseline estimate for the
degree to which flood frequency may change under various
climate change scenarios. However no link between flood
magnitude and annual rainfall was reported.

Figure 3.3 - River flooding affecting the A82
at Drumnadrochit, 1993. Photograph courtesy Glen
Urquhart Landuse Partnership.
Several authors have specifically studied Scottish flood
behaviour using the records from the last few decades. In
particular, Black (1996) found that many rivers in western
Scotland registered new maximum floods during the late
1980s and early 1990s, along with increases in event
frequency. This behaviour was not apparent in the flood
records for rivers in western England and Wales, which may
suggest a link either to changes in regional precipitation
characteristics, or perhaps as a result of reduced snowfall
in Scotland. Black also noted the similarity of increased
flood activity in other countries, such as southern Norway,
southern Finland and Estonia, which are exposed to westerly
weather systems and suggests the reason may be a common
climatic link.
Werritty (1998) found that there had been little change
in flood magnitudes during the period 1970-1996 for 44
river flow stations across Scotland. However, a greater
increase in flood frequency was found in the same study.
Werritty suggests that the significance of the increase in
flood frequency should not be overstated, as although there
have been a number of major catastrophic floods since 1989,
there appears to be no consistent increase in the size of
moderately high flood events across Scotland.
Following the extreme flooding in England and Wales
during Autumn 2000, the Met Office and
CEH Wallingford were commissioned to
assess whether the floods and rainfall could be linked to
climate change (Met Office &
CEH Wallingford, 2001). They concluded
that although the events were consistent with model
predictions of how human-induced climate change affects
rainfall, it was not yet possible to say how far rainfall
and flooding events can be attributed to climate change, as
opposed to natural variability.
3.3.4 Groundwater/Soil Moisture
Historic evidence on changes in Scottish groundwater
levels is not available. In addition, very limited
information exists on historical Scottish soil moisture
conditions and so no evidence of sustained long-term trends
can be identified.
3.4 SNOW AND ICE
Snow and ice are significant factors affecting the
operation of the road network. Measures such as gritting
are usually implemented to try to prevent ice forming or
snow deposits remaining on the road surface. Snow clearing
is required where heavier falls occur. Snow and ice also
create a hazard to road users and are contributing factors
in some road accidents. In addition, snowmelt has the
potential to increase catchment runoff by releasing volumes
of surface water previously held in a frozen state.
The last two decades of the twentieth century
experienced relatively low amounts of snow in Scotland. The
on-going analysis of the Met Office's observational data
archive has included preliminary investigation into
snowfall changes. Figure 3.4 shows observed changes in the
length of the snow season for western Scotland (paper in
preparation, Perry et al).

Figure 3.4 - Number of days each year upon
which snow lying on the ground was reported in Western
Scotland, 1960 to 2003. Source: Met Office, paper in
preparation.
While there are years such as 1995 in which a high
number of days of snow lying are recorded, it is apparent
that the tendency is to fewer such days during each season.
Once again this result is preliminary but it is consistent
with predicted changes by climate models.
3.5 WIND
Wind is a design consideration for structures such as
bridges and roadside furniture, which can include signs,
streetlights, gantries, variable message signs and
CCTV cameras. Design of these elements
must include for the physical effect of wind on the
elements concerned to ensure their durability and
robustness. Items of roadside furniture all require
consideration of the design event wind loading when designs
of these items and their foundations are being developed.
In addition, high winds also create a hazard to road users,
particularly high-sided vehicles, and are a contributing
factor in some road accidents. Consideration may therefore
be given to the need for measures to prevent wind affecting
safe operation of the road network, such as the inclusion
of wind barriers on major bridges in exposed areas.
An analysis of observed storminess across the
UK is being conducted by the Hadley
Centre. Observed pressure data from meteorological stations
across the country, including stations in Scotland, is
being used to estimate the number of storms crossing the
UK in a year. The research is on-going
but preliminary results show a significant increase in the
number of wintertime storms over recent decades (Alexander
et al, paper in preparation). This is shown in Figure 3.5,
which indicates the number of 'storms' observed each year
divided by the number of observing stations reporting in
that year. The red line indicates a significant trend at
the 5% level.

Figure 3.5 - Number of
UK winter (January to March) storms,
1949-2001. Preliminary results from an analysis by the
Hadley Centre. Source: Met Office, paper in
preparation.
Although the identified trend over the last fifty years
is statistically significant the number of storms observed
in a season is highly variable. A longer period of
consideration is required to properly assess whether the
apparent trend is part of a long-term sustained change in
climate.
3.6 FOG
Fog is a factor that affects the operation of the road
network, creating a hazard to road users, and being a
contributing factor in some road accidents. However,
historic evidence on changes to the occurrence of fog in
Scotland has not been researched, and therefore no
assessment of any change is possible at this time.
3.7 COASTAL FLOODING
Coastal flooding is a factor that affects the design of
the road network by influencing the location of roads. It
can affect the operation of the existing road network by
creating a hazard to road users and being a contributing
factor in some road accidents.
The Proudman Oceanographic Laboratory has reviewed
historical records for sea-level around the coast of
Britain. They estimate that both the mean and the extreme
sea-levels are increasing at a rate of 1.0 to 1.3mm per
year, disregarding the effect of any vertical land movement
(Dixon and Tawn, 1995). However, Scotland continues to rise
following removal of the weight of ice that formed during
the ice age. This rebound is of a similar magnitude to the
mean sea-level rise, and to a large degree negates its
effect.
Although long-term trends in sea-level change are
apparent, long term trends in tidal surge and the size of
coastal waves are less apparent. Such trends cannot be
reliably identified within the available records when due
allowance is made for the effects of natural variability.
The search for trends in this area is made difficult by the
short period for which records exist. However, it may be
noted that some increase in wave height in both the North
Sea and the North Atlantic Ocean have been observed,
although these observations are insufficient to prove a
long-term sustained trend (Bacon and Carter, 1991 and Price
and McKenna, 2003).
3.8 SUMMARY OF WEATHER EVENTS AND THEIR IMPACT
ON THE DESIGN AND OPERATION OF THE ROAD
NETWORK
Tables 3.1 to 3.6 present a summary of how the key
climate variables can potentially impact on the design or
operation of the road network, and what data is available
in relation to these impacts. The tables are numbered as
follows:
Table 3.1 -
Temperature
Key Climate Variable | Possible Road Impact | Issue Arising | Data Used |
|---|
High Temperatures | Deformation of road surface due to high
temperatures | High temperatures adversely affecting
hardness of road surface. 'Fatting up' of road
surface. | TLR Report on Effects of
Extreme Heat on
DBM |
|---|
Thermal Expansion and contraction affecting
integrity of road surface. | DMRB Vol.2
BD 33/94: Expansion Joints
for Use On Highways Bridge Decks |
Growing season extends | Increased growth of vegetation in the areas
surrounding the road network, leading to
reduction in visibility and increased
requirements for grass cutting/ hedge trimming/
tree lopping. | UKCIP02 Scenarios Hulme M et
al, 2002. Climate Change Scenarios for the
United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK. |
Air quality changes | High temperatures may affect air quality
adjacent to the road. | DMRB Vol. 11 Section 3: Air
Quality |
Low Temperatures | Deformation of road surface due to low
temperatures | Freeze/thaw action associated with moisture
entering pavement layers. | MET Office Information on
Freeze/Thaw statistics |
|---|
Thermal Expansion and contraction affecting
integrity of road surface. | DMRB Vol.2
BD 33/94: Expansion Joints
for Use On Highways Bridge Decks |
Ice creates hazardous driving conditions | Formation of ice on the road reduces skid
resistance leading to increased road hazard | Schedules 7 and 9 of the Term Contract for
Management and Maintenance of the Scottish
Trunk Road Network |
Table 3.2 - Rain
Key Climate Variable | Possible Road Impact | Issue Arising | Data Used |
|---|
High Intensity Storm
(Timestep < 1hr) | Road Surface Drainage
Failures | Drainage capacity exceeded resulting in
flooding. | UK Water Industries
Research, 2004. Climate Change and the
Hydraulic Design of Sewerage Systems.
UKWIR Report 03/CL/10.
Institute of Hydrology, 1999. Flood Estimation
Handbook Vols 1-5.
DMRB Vol 4 Section 2: Parts
1 - 5
TRL, Road Note 35, Guide For
Engineers for the Design of Storm Sewer
Systems |
|---|
Transfer of silt from carriageways/verges
into drainage system. |
Surface Water Sheds Slowly | Reduction in visibility due to spray | DMRB Vol 6
TD 9/93: Highway Link
Design |
Localised ponding in low lying areas of
carriageway |
Loss of skid resistance creating road
hazard |
Storm Event (Timestep: Hrs to Days) | River/Burn Flooding | Bridge/Culvert capacities exceeded | MET Office Climate Model
HadRM3. Institute of
Hydrology, 1999. Flood Estimation Handbook Vols
1-5. Werritty A, Black A, Duck R, Finlinson B,
Thurston N, Shackley S and Crichton, 2002.
Climate change: Flooding occurrences Review,
Report for the Scottish Executive Central
Research Unit. Price DJ and McKeena J, 2003.
Climate Change: Review of levels of protection
offered by flood prevention schemes
UKCIP02 update (2003).
Scottish Executive Environment Group Research
Report 2003/05 Kay, A.L. 2003. Estimation of
UK flood frequencies using
RCM rainfall: A further
investigation. Met Office Annex 15a Subcontract
Report 2, CEH Wallingford, 48pp. Reynard NS,
Crooks S, Wilby R and Kay A, 2004. Climate
change and flood frequency in the
UK. In proceedings of 39th
Defra Flood and Coastal Management Conference
2004,
CIRIA Report R168, 1997:
Culvert Design Guide |
|---|
Scouring problems to structures. |
Roads on flood plains become inundated |
Average Precipitation
(Timestep: Seasonal) | Ground Water Levels Increase | Increase in pore water pressure | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK.
MET Office Climate Model
HadRM3. |
|---|
Increase in level of groundwater table |
Instability of natural land formations
leading to landslips. Instability of artificial
slopes such as cuttings. |
Ground Water Levels Decrease | Subsidence affecting road or adjacent
items/elements | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK.
MET Office Climate Model
HadRM3. |
Pavement Deterioration in Wet Conditions | Durability reduced by moisture within the
pavement layers | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK.
MET Office Climate Model
HadRM3. |
Soil Moisture Increases | Increase in the likelihood of flooding due
to antecedent rainfall. | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK. Jenkins GJ, Cooper C,
Hassell D and Jones R, 2003. Scenarios of
climate change for islands within the
BIC region. Published by the
Met Office, Bracknell. |
Table 3.3 - Snow
Key Climate Variable | Possible Road Impact | Issue Arising | Data Used |
|---|
Average Winter Snowfall | Snow Creates Hazardous Driving
Conditions | Road Blocks | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK.
MET Office Climate Model
HadRM3. |
|---|
Mobilisation of winter maintenance
vehicles |
Poor driving conditions |
Snowmelt Contributes to Catchment Runoff | Drainage capacity exceeded resulting in
flooding due to snow melt. | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK.
MET Office Climate Model
HadRM3.
CIRIA Report R168, 1997:
Culvert Design Guide Institute of Hydrology,
1999. Flood Estimation Handbook Vols 1-5.
DMRB Vol 4 Section 2: Parts
1 - 5
TRL, Road Note 35, Guide For
Engineers for the Design of Storm Sewer
Systems |
Table 3.4 - Wind
Key Climate Variable | Possible Road Impact | Issue Arising | Data Used |
|---|
High Winds Speeds | Wind Damages the Road Network | Damage to road furniture (traffic signs,
lighting columns,
CCTV masts and overhead
gantries) | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK.
DMRB Vol. 2 Section 2:
Special Structures |
|---|
Damage to road structures |
Wind Creates Hazardous Driving
Conditions | Difficult driving conditions | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK. Buller PSJ. Deaths and
injuries caused by the wind, 1962-1993.
Watford: Building Research Establishment, 1993.
Baker CJ, Reynolds S. Wind-induced accidents of
road vehicles. Accident Analysis Prevention,
1992. |
Road closures |
Vehicle accidents |
Table 3.5 - Fog
Key Climate Variable | Possible Road Impact | Issue Arising | Data Used |
|---|
Occurrence of Fog | Fog Creates Hazardous Driving Conditions | Difficult Driving Conditions | Met Office data on the formation of fog. |
|---|
Vehicle Accidents |
Table 3.6 - Coastal
Flooding
Key Climate Variable | Possible Road Impact | Issue Arising | Data Used |
|---|
Sea Level Rise/ Storm Surge | Flooding Damages the Road Network | Flood waves damage the road fabric | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK. Price DJ and McKeena J,
2003. Climate Change: Review of levels of
protection offered by flood prevention schemes
UKCIP02 update (2003).
Scottish Executive Environment Group Research
Report 2003/05 |
|---|
Flood waves damage street furniture |
Flooding Creates Hazardous Driving
Conditions | Coastal roads become inundated with
water | Hulme M et al, 2002. Climate Change
Scenarios for the United Kingdom: The
UKCIP02 Scientific Report,
Tyndall Centre for Climate Change Research,
School of Environmental Sciences, University of
East Anglia, Norwich,
UK. Price DJ and McKeena J,
2003. Climate Change: Review of levels of
protection offered by flood prevention schemes
UKCIP02 update (2003).
Scottish Executive Environment Group Research
Report 2003/05 |
Road closures |
Difficult driving conditions |
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