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Eustatic Component
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Station |
Relative Change |
|
Value (mm/year) |
Description |
|
North East (North) |
+0.71 |
Land uplift |
North East (Central) |
+0.11 |
Land uplift |
North East (south) |
+0.17 |
Land uplift |
Tees |
-0.17 |
Land sinking |
These values compare well with other published values of ≈0.3mm/yr (UKCIP, 2002) and ≈0.2mm/yr (UKCIP, 2005) for the north east of England and suggest that the contribution of isostatic rebound to relative sea level rise in the study area is so small as to be almost negligible, given uncertainties associated with the methods used.
Regarding historical tide gauge data, Woodworth et al (1999) undertook an analysis from all UK tide gauges with more than a 15 year length of data record. The key station within the north east region was the North Shields tide gauge. This is a Class A gauge operated by Proudman Oceanographic Laboratory. Results are shown below from 1901 to 1999.
| Relative Sea Level Change (in mm) at North Shields tide gauge |
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| (courtesy of Environment Agency) |
The record from this site shows a measured rise in relative sea level between 1901 and 1996 of 1.86mm/year, with a standard deviation (confidence band) of ±0.15mm/year.
Data provided by the Port of Tyne have been used to plot trends over time in the recorded highest annual tidal level (between 1860 and 1975 for a tide gauge that was installed on the Quayside/Swing Bridge and between 1974 and 2006 for a gauge at North Shields) and lowest annual tidal level (for the North Shields gauge only). Results, shown below, demonstrate a lot of variability, but a notable increasing trend is evident in these datasets.
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| (courtesy of Port of Tyne) |
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| (courtesy of Port of Tyne) |
It is widely believe that due to the volumes of CO2 already locked into the atmosphere, future sea level rise may accelerate beyond past observed rates. It is for this reason that (then) MAFF (now part of Defra) initially recommended an allowance be made in the flood and erosion risk management activities for a future sea level rise of 4.0mm/year in the North East (MAFF, 1993). This recommendation was based on the work of the Intergovernmental Panel on Climate Change (IPCC, 1990), which focused on mean sea level trends, and previous research (Shennan, 1989) into isostatic rebound.
More recently, UKCIP published its climate change scenarios for the UK (UKCIP, 2002) which contained the following sea level rise predictions for the north-east of England:
Sea Level Rise Scenarios for the North East
Scenario |
Sea level change by 2080s |
Low emissions |
6cm |
High emissions |
66cm |
Following publication of this document, Defra issued revised guidance in October 2006 which better reflects the dependence of future sea level rise on greenhouse emissions by considering increases in stages over different time epochs. This most recent guidance for the North East is presented below.
Recommended Sea Level Rise Allowances for the North East
(source: Defra, 2006)
Region |
Net Sea Level Rise (mm/year) |
|||
1990-2025 |
2025-2055 |
2055-2085 |
2085-2115 |
|
North East |
2.5 |
7.0 |
10.0 |
13.0 |
The plot below shows how the new guidance (green) relates to the original guidance (pink) for sea level rise allowances. It can be seen that for the 2050s, the new guidance represents more realistic (and lower) values of sea level rise, but that in future epochs the increase in rate of sea level rise results in higher sea level increases by around the 2080s.

Although much scientific and media attention has focused in recent years on century-scale changes in mean sea level (as discussed in the previous section), the extreme events also have the potential to cause great impact on the north east coastline. High extreme sea levels could lead to increased coastal erosion, overtopping or breaching of defences and resultant tidal (sea) flooding into areas where assets are located.
The North Sea has historically been subject to positive surge events that have led to widespread flooding (see Box A).
Box A: Historic records of surge events in the North SeaIn the Netherlands on 18 November 1421, water from the North Sea breached sea defences and swept through 72 villages killing over 10,000 people. Similar disastrous breaches on the Dutch coast occurred in 1570, 1825, 1894, 1916 and 1953. During the infamous 1953 event, for example, it was estimated that 1,800 people were drowned in the Netherlands. These events prompted the Dutch Government to adoption a ‘defend at all costs’ policy to protect their country as over 40% of it lies below mean sea level. The 1953 storm surge also devastated the east coast of England, particularly between the Humber and the Thames estuaries. The worst affected areas were Suffolk, Essex and Kent, including Canvey Island in the Thames where 58 people died. During the storm, wind speeds exceeding 80mph were recorded. The event resulted in the loss of over 300 lives, flooding of 100,000 hectares and caused damage to assets worth over £5 billion (in present value). In response to this event, a massive programme of maintenance and capital works on flood defences was instigated, including the construction of the Thames Barrier. In addition, the Storm Tide Forecasting Service was introduction, which is operated on behalf of Defra by the Met Office. The service provides the Environment Agency (in England and Wales) and the Scottish Environment Protection Agency with regular coastal flooding, surge and wave activity forecasts. |
| As mentioned above, the Thames Barrier was designed with the purpose of reducing the risk of flooding to London from surge events that build in the North Sea and propagate up the Thames Estuary. Construction of the barrier commenced in 1974 and it became operational in 1983. As can be seen from this graph, the number of closures of the barrier has exhibited an increasing trend. | ![]() |
Whether the above trend can be explained as being entirely attributable to the effects of increasing North Sea surge frequency associated with climate change is questionable, since natural fluctuations in the lunar nodal tidal cycle and isostatic re-adjustment could both be affecting the need for barrier closures. However, this frequency of barrier closure is far greater than was anticipated during its inception, planning and design in the 1960s and 1970s.
Recent research has investigated whether climate change could alter the occurrence of storm surges around the UK. Lowe et al. (2001) used changes in wind and pressure from the Hadley Centre’s second-generation regional climate model HadCM2 (using the SRES IS92a emissions scenario) to drive POL’s 35km resolution dynamic storm surge model of the North-West European continental shelf region. The results of this modelling exercise indicated that a discernable increase in surge heights could be expected as a result of climate change along many part of the UK coast, although interestingly the increase was smallest in the southern North Sea (where the present surge levels are greatest).
North East Region
For North Shields, the present-day surge heights for a 1 in 5 year and 1 in 50 year event are documented by Lowe et al (2001) to be 0.735m and 0.961m respectively. The future (“end of 21st Century”) heights of surges with corresponding return periods were predicted to be 0.816m and 1.126m respectively (i.e. increases of 0.081m and 0.165m respectively).
Location |
Present Day Surge Height |
End of 21stC Surge Height |
||
1 in 5 year RP |
1 in 50 year RP |
1 in 5 year RP |
1 in 50 year RP |
|
North Shields |
0.735m |
0.961m |
0.816m |
1.126m |
Modelling work was undertaken to inform the production of the UKCIP02 report using the Hadley Centre’s third-generation regional climate model HadRM3 to predict changes to the 1 in 50 year return period surge height by the 2080s for the Low, Medium-High and High emissions scenarios (below). This modelling took into account the combined effects of global average sea level rise, changes in storminess and vertical land movements. For the medium high scenario, the predicted increase in 1 in 50 year return period surge height was 0.3 to 0.4m (i.e. much greater than reported by Lowe et al.).
1 in 50 year return period surge height by the 2080s under different emissions scenarios
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Low Emissions Scenario |
Medium-High |
High Emissions Scenario |
Research undertaken by Flather et al. (2001) to investigate changes in extreme sea levels under a future climate using various modelling approaches showed an increase by 2075 in extreme sea level (assumed to be a 1 in 50 year return period event) of 0.30m to 0.35m in the North East, fitting well with the UKCIP02 Medium-High predictions described above.
Waves
Waves are generated by wind-stresses acting over a water surface and the maximum wave height generation is physically limited by either fetch (the distance across which the wind blows) or time (the duration for which the wind blows). Consequently, future changes in the generated wave climate will be governed by any change in (wind) storm track, frequency or intensity that results from climate change.
Once generated, waves become transformed by a number of processes, such as refraction, reflection, diffraction, shoaling and breaking. Waves shoal and break as they approach the shore due to the depth-limitation provided by the sea bed. Under future rising sea levels, the depth-limiting effect will be progressively reduced and therefore waves will break slightly closer to shore, potentially leading to increased erosion of coastal landforms (such as shore platforms, beaches, sand dunes and sea cliffs) and increased overtopping of existing coastal defence structures.
The common perception is that offshore and nearshore wind and wave conditions will worsen under climate change. Looking more specifically at the available wind and wave data cited in previous literature, anemometer data from 1975 to 1988 at South Shields shows a decrease in annual mean wind speed of 6.0cm per year, while wave data measured from 1974 to 1988 off the coast from Sunderland shows a decrease in annual mean significant wave height of 1.4cm per year (National Rivers Authority, 1994). However, these data records cover only relatively limited durations (<15 years) and longer time-series are required before more meaningful results are yielded. Furthermore, these data relate to annual mean conditions and it is of course extreme events that are most damaging to the coastline.
The projection of winds is very difficult to achieve, particularly when considering long-term future conditions associated with climate change. Consequently, the projection of future wave climates, which is dependent on the future wind climate, is equally uncertain. Recent research (Sutherland and Wolf, 2002) did attempt to use a climate model to predicted future wind conditions for 2075 and then use these conditions as input to a wave model to assess the changes in wave height at five locations around the UK. In general terms, this revealed that that changes in the wave climate are likely to be small (<5% of present wave height values).
Due to the uncertainties with projecting future wind and wave climates, UKCIP has not presented any quantified information on wave height or direction changes associated with climate change (UKCIP, 2002). Instead qualitative hypotheses have been presented, such as the likely future tendency for the North Atlantic Oscillation (NAO), which influences wave heights, to create higher and more westerly index values in the future.
Other previous research on changes in future wave climates has mostly focused on ‘what-if’ scenarios, rather than definitive predictions. For example, the Futurecoast study (Defra, 2002) considered what the effect would be on the rate and direction of littoral sediment transport of different hypothetical future wave climate scenarios (i.e. existing predominant wave direction ±1º or 2º, existing significant wave height ±10%). This assessment revealed, in general terms, that small changes in wave direction had little effect on energy or sediment transport rates at the shoreline, increased water levels associated with sea level rise had a modest effect, but increased or decreased wave heights by a hypothetical ±10% had the greatest effect, increasing or decreasing wave energy at the shoreline by up to 10%.