Which of the following descriptions of measuring population density is paired correctly

  • Journal List
  • Proc Jpn Acad Ser B Phys Biol Sci
  • v.89(7); 2013 Jul 25
  • PMC3758961

Proc Jpn Acad Ser B Phys Biol Sci. 2013 Jul 25; 89(7): 281–301.

Editor: Kiyoshi HORIKAWA

Abstract

Sea-level rise is a major effect of climate change. It has drawn international attention, because higher sea levels in the future would cause serious impacts in various parts of the world. There are questions associated with sea-level rise which science needs to answer. To what extent did climate change contribute to sea-level rise in the past? How much will global mean sea level increase in the future? How serious are the impacts of the anticipated sea-level rise likely to be, and can human society respond to them? This paper aims to answer these questions through a comprehensive review of the relevant literature. First, the present status of observed sea-level rise, analyses of its causes, and future projections are summarized. Then the impacts are examined along with other consequences of climate change, from both global and Japanese perspectives. Finally, responses to adverse impacts will be discussed in order to clarify the implications of the sea-level rise issue for human society.

Keywords: sea-level rise, climate change, ice sheet melting, future projections, coastal impacts, adaptation

1. Introduction

Sea-level rise is one of the most significant effects of climate change. High projected rates of future sea-level rise have captured the attention of the world. Particularly, countries which are located in low-lying areas as well as small islands are concerned that their land areas would be decreased due to inundation and coastal erosion and, at worst, a large proportion of their population may be forced to migrate to other countries. Therefore, this issue has resulted in heightened attention internationally, as the effects of climate change become apparent.

The level of the sea varies with time and space due to physical processes, such as tide and waves. Mean sea level at a given position is defined as the height of the sea surface averaged over a period of time, such as a month or a year, long enough that fluctuations caused by tide and waves are largely removed.1) Mean sea level has also spatial distribution in the world. The mean sea level averaged over the global oceans is called global mean sea level (GMSL). The changes in local mean sea level usually differ from that of GMSL, because phenomena dominating in regional and local scales modify the global mean change. When we refer to sea-level change (rise) in this paper, it means the change (increase) in mean sea level, including both global and local, in a general sense. A specific word such as “global (local) sea-level rise” is used to denote the increase in global (local) mean sea level, where it is necessary to distinguish the two terms.

The causes of changes in sea level are not limited to those related to climate change. It is well known that the mean sea level has repeatedly had a large fluctuation due to the alternation of glacial and interglacial periods for the past several hundred thousand years in the Holocene. This fluctuation of mean sea level reached about 120 m. There are also much shorter-term fluctuations in sea level, such as tide, waves and tsunamis. Among such a wide range of fluctuations, climate change-related sea-level change has its own unique characteristics. Given its potential significant effects, there are many questions which scientific research is expected to answer. They include: To what extent did climate change contribute to GMSL rise in the past? How much will GMSL increase in the future due to climate change? How serious are the impacts of the expected sea-level rise, and can human society respond properly to them?

This paper aims to give answers to these questions, based on a review of recent research in the relevant areas. First, the present status of observed sea-level rise, analyses of its causes, and future projections are summarized. Then this paper will examine the impacts of sea-level rise along with other factors of climate change, from both global and Japanese perspectives. Finally, planned responses to the adverse impacts will be discussed.

The latest scientific understanding has been assessed in a systematic way by the Intergovernmental Panel on Climate Change (IPCC). The IPCC has published four major assessment reports since its establishment in 1988. The future sea-level rises by 2100 projected in the First to Fourth Assessment Reports are 31–110 cm (Business as usual scenario), 13–94 cm, 9–88 cm and 18–59 cm, respectively.2–5) In each of the assessments, the IPCC used different climate models and scenarios for greenhouse gas (GHG) emissions. This is the major reason for the changes in the projected rise in mean sea level. In particular, the values given in the Fourth Assessment Report (AR4), published in 2007, are relatively low. This is because the assessment did not take account of the contribution of the Greenland Ice Sheet (GIS) and West Antarctica Ice Sheet (WAIS), as there was a lack of reliable understanding of the dynamics of these ice sheets, including collapse and outflow. As a result, some researchers considered that these estimates might be the low end of the future rise in sea level.

After the IPCC AR4 was published, progress has been made in various areas related to the sea-level rise issue. For the past changes in GMSL from 19th to 21st Century, by the improvement of analysis techniques applied to satellite altimeter data together with tide gauge data, more detailed and reliable sea-level change data became available (Cazenave and Llovel, 2010; Church and White, 2011; Ray and Douglas, 2011).6–8) Increase in ocean heat content is caused by global warming, which in turn becomes a major factor of mean sea-level rise through thermal expansion of the sea water. Various techniques were also developed for correction of the past data observed by expendable bathythermograph (XBT) to produce a more reliable estimate of the changes in ocean heat content. Regarding the ice sheets in Greenland and Antarctica, although accurate quantitative assessments are still difficult, understanding of the mechanisms dominating the increase/reduction of the ice sheet mass has progressed. New projections of future sea-level rise, for both 21st century and a longer-term beyond this century have been made extensively based on the development of process-based models including atmospheric and oceanic general circulation models (AOGCMs). In parallel with the process-based models, semi-empirical models are developed for the projection by correlating the past data on global mean temperature and mean sea-level, although the empirical relation has no physical scientific basis. In the field of impact assessment, many have been made in order to understand the potential consequences of sea-level rise. In Japan, several projects for climate change impacts, including those for the coastal zone, have been implemented. Scientific papers and reports have been published from these projects, such as Project Team for Comprehensive Projection of Climate Change Impacts (2008, 2009).9,10) The present paper provides an overview of the sea-level rise issue based on a review of these and other relevant publications.

2. Sea-level rise since the end of 19th century

We will first examine observed sea-level changes during the past 100 years. The observations have been made in two ways; one is tide gauge observation, and the other is by radar altimeters installed in satellites.

It is not easy to estimate the height of global mean sea level directly, because dense and uniform observations are needed for entire oceans. The data obtained by tide gauges has been compiled by the Permanent Service for Mean Sea Level (PSMSL) managed by Proudman Oceanographic Laboratory, Bidston Observatory in the UK. Today, data from about 1900 tide gauges in nearly 200 countries are sent to PSMSL.11) Although the number is large, tide gauges are disproportionately located in the Northern Hemisphere. As uncorrected tide gauge data also reflect land movement at the observing location, selected tide gauges, which are located on stable ground, are used for the analysis for a long-term change in the global mean sea level. Further, the earth’s crust has been continuing a rebound (visco-elastic response) to the melt of large glaciers during the present interglacial period. This is known as Glacier Isostatic Adjustment (GIA, see 3.4 for further discussion). Therefore, correction of the GIA land movement is needed to estimate the mean sea-level. Lemke et al. (2007)12) indicated that the GIA correction ranges from about 1 mm/year (or more) near to former ice sheets to a few tenths of a millimeter per year in the far field; the error in tide-gauge based GMSL change resulting from GIA is assessed as 0.15 mm/year.

Observations by satellite started with Topex/Poseidon, a satellite altimeter launched in 1992. This observation continues, using subsequent satellites such as Jason-1 and Jason-2. The satellite altimeter gives the distance between a fixed reference surface (typically a conventional reference ellipsoid) and the sea surface. Since the early 1990s satellite altimetry has become the main tool for precisely and continuously measuring sea level. This is due to its advantages over tide gauges, such as lack of influence of land movement, and a regular global coverage with frequent revisit cycles. At the beginning, the Topex/Poseidon altimeter had relatively large errors, but the precision of the estimate has greatly improved due to adjustment of the altimetry system and data processing.

There are similar studies to summarize the contemporary GMSL change such as Cazenave and Llovel (2010)6) and Church and White (2011).7) As they show close results, the result obtained by Church and White (2011)7) is introduced here. Figure 1 is a summary of the long-term trend of GMSL from 1860 to 2010 obtained by superposing the two sources of observed data. From Fig. 1 we can see that the rate of increase in GMSL was not large until 1930, but since then it has increased at an accelerating rate. Church and White (2011)7) indicated that the increase of GMSL from 1880 to 2009 was 21 cm, and that the rate of increase almost doubled to 3.2 ± 0.4 mm/year for 1993 to 2009, relative to 1900 to 2009 when the rate was 1.7 ± 0.2 mm/year.

Which of the following descriptions of measuring population density is paired correctly

Global mean sea level from 1860 to 2009.7) Blue line: estimated from coastal and island sea-level data with one standard deviation error (shading). Red line: estimated by Church and White (2006)13) for 1870–2001 (solid line) with one standard deviation error (dashed lines). Black line: satellite altimeter data since 1993.

Figure 2 shows the change of GMSL for 1993 to 2008 obtained by satellite altimeters,6) which corresponds to the latter part of Fig. 1. This figure indicates a sudden increase in GMSL from 1997 to 1999, and a decrease in 2008. These irregular changes are considered to be related to an intense El Niño during 1997 to 1998, and La Niña in 2007. Cazenave and Llovel (2010)6) also identified the influence of North Atlantic Oscillation (NAO) and Pacific Decadal Oscillation (PDO). These are marked longer-term fluctuations, with a period of 10 to 20 years. It is apparent that the fluctuation of the GMSL is a combination of anthropogenic climate change and such natural variations. It is also noted that since the start of the altimeter record in 1993, the rate of increase in GMSL was at the upper end of the sea level projections of the Third and Fourth Assessment Reports of IPCC.

Which of the following descriptions of measuring population density is paired correctly

Global mean sea level from satellite altimetry for 1993 to 2008.6) Blue dots are raw 10-day data. The red line corresponds to a 90-day smoothing of the raw data. The −0.3 mm/year GIA correction has been applied.

3. Factors causing changes in sea level, and their contributions

3.1. Factors causing changes in sea level.

The next question is what factors cause long-term changes in mean sea level. To answer this question we will examine the role of the various factors affecting mean sea level. The two basic factors are change of total volume of sea water, and movements of ground and ocean bottom that result in changes to the size and shape of the ocean basins. In addition to these, dynamic factors such as winds, atmospheric pressures, ocean currents, and waves, play a role. Thus there are many factors, with various temporal and spatial scales as shown below.6,14)

  • 1)

    Factors related to changes in volume of sea water contained in ocean basins

    • Thermal expansion of sea water

    • Growth/decay of land-based glaciers and ice caps

    • Growth/decay of ice sheets, such as Greenland Ice Sheet (GIS) and West Antarctica Ice Sheet (WAIS)

    • Terrestrial water storage, i.e., dam reservoirs, lakes, etc, and depletion of groundwater

  • 2)

    Factors related to changes in the size and shape of the ocean basins

    • Isostatic adjustment of land mass, especially Glacier Isostatic Adjustment (GIA)

    • Tectonic movement including ground subsidence/uplift associated with earthquakes

    • Ground subsidence/uplift due to compaction of the ground, pumping up of ground water, etc

    • Sediment inflow from land

  • 3)

    Other factors causing local/temporal changes in sea level

    • Changes in ocean currents

    • Changes in atmospheric pressure

    • Tide, tsunami, storm surges and waves

    • Natural inter-annual variations, such as the Pacific Decadal Oscillation (PDO)

Many of the factors listed above are individual factors directly connected with sea-level changes. Generally these factors cause sea-level changes as part of some geophysical phenomena or events. Among such phenomena, the most pronounced one to cause a change in sea level is the glacial-interglacial cycle. This took place six times during the past 500 thousand years. Estimated mean sea level and air temperature in Antarctica reveal similar temporal changes, as shown in Fig. 3. In the last 140 thousand years, global mean sea-level was several meters higher than today during the last interglacial period, 130 to 120 thousand years B.P. The last glacial age started around 120 thousand years B.P., and the mean sea-level was about 120 m below the current level during the glacial maximum 20 thousand years B.P. At 15 thousand years B.P., the current interglacial period started, and sea level also started to rise as the ice sheets melted. Furthermore, during the warm period from 7000 to 6000 year B.P., sea level was 2 to 3 meters higher than the current level. The cause for this higher sea level, known as the Jomon Transgression in Japan, is visco-elastic response of the plate on which the Japan islands were located to the increased GMSL, In summary, these data show a large variation of GMSL on a geological time scale.

Which of the following descriptions of measuring population density is paired correctly

Sea level (blue, green: scale on the left) and Antarctic air temperature (orange, gray: scale on the right) over the last 550,000 years, from paleo-records (Left origin is the present-day).15) The green symbols are coral and speleothem-based sea-level markers.

The focus of this paper is the change in mean sea level which took place from 100 years ago to the end of 21st century, a much shorter temporal scale compared with the alternation of glacial/interglacial periods. In the following sections, we will examine the latest scientific knowledge on sea-level change within a 100 year time scale, focusing on major direct factors.

Major factors that determine recent sea-level change are thermal expansion of sea water and melting of land-based ice. The latter includes melting and outflow of the ice sheets in Greenland and Antarctica.

When the increased concentration of GHGs in the atmosphere cause an increase in the air temperature, heat is transferred from the atmosphere to the ocean. Most of the heat uptake of the ocean takes place through the surface mixed layer, where water temperature and density are nearly uniform due to strong mixing of surface waters by the wind. Then the heat stored in the mixed layer is diffused to the deep layer through thermocline. As heat capacity of the ocean is about 1000 times larger than that of the atmosphere, it is estimated that the heat storage in the ocean accounts for about 90% of the heat which the earth absorbed for the past 40 years. This heat storage is 20 times larger than that of the atmosphere. Therefore, the increase of the heat content of the ocean is regarded as a major indicator of global warming.16) Furthermore, it should be noted that it will take millennia for the ocean to reach a thermal equilibrium, because the convection and diffusion of heat in the ocean is a slow process. This means that the ocean heat uptake will continue for more than a thousand years, in contrast to the fact that the air temperature becomes stable in much shorter time.

Increased heat storage raises the water temperature, resulting in thermal expansion of sea water. Therefore, the ocean heat storage is a major factor for the mean sea-level rise related to global warming. In order to estimate the thermal expansion of the ocean, we need to know the spatial distribution of the sea water temperature. Expendable bathythermograph (XBT) and mechanical bathythermograph (MBT) have been used to observe the vertical distribution of the temperature. XBT observations started after the mid-1960s, while the data from MBT observations is available from after the World War II to around 1990. More recently, ARGO floats are frequently used for the observation of ocean conditions, including temperature and salinity. It has been suggested that significant positive temperature bias existed in the XBT and MBT data. For example, as an XBT falls in the ocean, the vertical positions are calculated using falling velocity formula for the XBT, which induced errors for the depth of temperature measurements. Intensive studies have been carried out for correction of the errors and statistical analyses for the existing XBT and MBT data, producing new estimates for the historical changes in the ocean heat content (e.g., Ishii and Kimoto, 2009; Levitus et al., 2012).17,18)

Figure 4 shows a revised estimate for the ocean heat content (OHC) for two depth layers; 0–2000 m (red) and 700–2000 m (black).18) The OHC of the 0–2000 m layer shows an overall increasing trend with a decrease during 1965 to 1970 and stagnation for 1980 to 1990. It is indicated that the global linear trend of OHC 0–2000 m is 0.43 × 1022 J/year for 1955 to 2010, which corresponds to a total increase in heat content of 24.0 × 1022 J, and a mean temperature increase of 0.09 ℃. From Fig. 4, the 700–2000 m layer is responsible for about one third of the ocean warming of the 0–2000 m layer, indicating that major ocean warming has so far taken place in the relatively shallow ocean. Levitus et al. (2012)18) also concludes that the heat storages for 0–2000 m and 0–700 m corresponds to a mean sea-level rise of 0.54 mm/year and 0.41 mm/year, respectively, for 1955 to 2010.

Which of the following descriptions of measuring population density is paired correctly

Time series for the World Ocean of ocean heat content for the 0–2000 m (red) and 700–2000 m (black) layers based on pendatal (five year) running mean analyses.18) Reference period is 1955–2006. Each pentadal estimate is plotted at the midpoint of the 5-year period. The vertical bars represent ±2 × S.E. about the pentadal estimate for the 0–2000 m estimates and the grey-shaded area represent ±2 × S.E. about the pentadal estimate for the 0–700 m estimates. The blue bar chart at the bottom represents the percentage of one-degree square areas (globally) that have at least four pentadal one-degree square anomaly values used in their computation at 700 m depth. Blue line is the same as for the bar chart but for 2000 m depth.

Another major factor for sea-level rise is melting of land-based ice. This consists of two factors, namely melting of mountain glaciers and ice caps, and melting and outflow of the ice sheets in Greenland and Antarctica. There are many glaciers in the world, with more than 130 thousand of them being registered in the World Glacier Inventory prepared by the World Glacier Monitoring Service.19) The water content stored in glaciers is considered to be equivalent to 0.5 m of GMSL rise. As glaciers and ice caps in high mountains are quite sensitive to the increased temperature, both accelerated melting and run-off have already occurred, causing glaciers to retreat and the formation of glacier lakes in regions such as the Himalayas.

On the other hand, the Greenland Ice Sheet (GIS) and West Antarctica Ice Sheet (WAIS) contain ice equivalent to about 7 m and 3–5 m sea-level rise, respectively.6) Therefore behavior of these ice sheets has a major influence on future sea-level rise. After the publication of IPCC AR4 in 2007, many studies have focused on this point. The balance of the ice sheets is determined by surface melting/accumulation and outflow of ice to the peripheral coastal areas. Ice sheets increase their mass by snow accumulation, and lose it due to melting. Outflow from the coastal edges is another mechanism of loss. In Greenland, surface melting and loss of total mass are observed through observations of the gravity field using the Gravity Recovery and Climate Experiment (GRACE) satellite. Svendsen et al. (2013)20) reported an acceleration of the GIS mass loss observed by GRACE. They indicate that acceleration of −8.8 to −18.6 Gt/year2 are detected for different data for the period 2002–2010 (the former value is for 2003–2010). Based on such studies, Greenland is considered to contribute to the increase of global mean sea level.12)

A fact that draws further attention is the lubrication effect of melt water. During summer, melt water flows into crevasses, to reach the bottom layers between the glacier and base rock. This may exert a lubrication effect. If this phenomenon occurs on a large scale, the outflow of the ice sheet may accelerate. Another potential risk is the complete disintegration of the GIS in the long-term. This issue will be discussed in Section 4.2.

Next, we will consider the West Antarctica Ice Sheet (WAIS). Though there is the other ice sheet in East Antarctica, we will focus here on WAIS, because it is considered more vulnerable in terms of outflow. Formerly, as global warming increased the water vapor content of the atmosphere, and thus increased precipitation, the WAIS was considered to grow due to increased snow fall,14) contributing to a fall in global mean sea level. However, it has been recognized recently that the outflow of the ice sheet is strongly related to the dynamics of the ice shelf stretching from the glacier edge to the Antarctic Ocean. As sea temperature recently increased, the ice shelf was warmed from below by sea water, resulting in enhanced melting. This may weaken the resistance against outflow of the ice sheet, and eventually contribute to faster outflow of the ice sheet.12) Although many uncertainties remain, and more observations and studies are needed to reach a reliable understanding, long-term changes in the dynamics of the WAIS have a potential to accelerate the GMSL rise. Thus ice shelf behavior and outflow are areas of focus for estimation of future sea-level rise (e.g., Stocker et. al., 2010).21)

Another factor is changes in water storage on land. This includes different forms of storage, such as reservoirs behind dams, ground water, wet lands, and soil moisture. If terrestrial water storage increases, the rate of sea-level rise will be reduced. As several hundreds of thousands of dams have been constructed in the world, dam reservoirs are considered to suppress sea-level rise. Although it is difficult to make a precise estimation of human activities such as dam reservoirs, irrigation, and extraction of ground water, Gornitz (2001)22) estimated that the water stored behind dams was equivalent to −0.33– −0.27 mm/year of sea-level fall (here, a negative rate means sea-level fall). Pokhrel et al., (2012)23) suggested that ground water use, artificial reservoir water impoundment, climate-driven changes in terrestrial water storage and loss of water from closed basin have contributed a global sea-level rise of 0.77 mm/year from 1961 to 2003, about 42% of the sea-level rise which took place for the same period of time. On the other hand, other research shows that use of ground water, and extraction from large inland lakes such as the Aral Sea, has enhanced sea-level rise through increased freshwater use. Climate change will induce changes in both the natural hydrological cycle and the water demands/use by human beings. Therefore, it remains a challenge to evaluate and incorporate the effect of hydrological processes into projections of sea-level change.

3.3. Contribution of major factors.

As shown in the previous sections, sea-level change is caused by a combination of thermal expansion of sea water, melting and outflow of land-based ices, storage of water on land, etc. As it is important to analyze the contribution of these factors to estimate future changes in sea level, intensive studies have been performed. Comparison of the observed sea-level rise and its estimation is called the sea-level budget. Reducing the gap between these values has been a long challenge in the climate science. Table 1 shows some of the summaries of the sea-level budget taken from Church et al. (2011)16) and Cazenave and Llovel (2010).6)

Table 1.

Contributions of components to the budget of global mean sea-level rise (unit: mm/year)

Period1972–2008 (Church et al., 2011)16)1993–2008 (Church et al., 2011)16)1993–2007 (Cazenave & Llovel, 2010)5)2003–2007 (Cazenave & Llovel, 2010)5)
Thermal expansion 0.80 ± 0.15 0.88 ± 0.33 1.0 ± 0.3 0.25 ± 0.8
Glaciers & ice caps 0.67 ± 0.03 0.99 ± 0.04 1.1 ± 0.25 1.4 ± 0.25
Greenland 0.12 ± 0.17 0.31 ± 0.17 0.4 ± 0.15 0.5 ± 0.15
Antarctica 0.30 ± 0.20 0.43 ± 0.20 0.3 ± 0.15 0.5 ± 0.15
Terrestrial storage −0.11 ± 0.19 −0.08 ± 0.19 −0.2 ± 0.1
Sum of estimated components 1.78 ± 0.36 2.54 ± 0.46 2.85 ± 0.35 2.45 ± 0.85
Observation 2.10 ± 0.16 3.22 ± 0.41 3.3 ± 0.4 2.5 ± 0.4
Difference (Observed–estimated) 0.32 ± 0.39 0.69 ± 0.62 0.45 −0.05

Note: Uncertainty range of Cazenave & Llovel (2010)’s estimates is one standard deviation.

Table 1 presents estimates for different periods from the late 20th century to 2008. For the period of 1972–2008, thermal expansion contributed about 40%, and the sum of thermal expansion and melting of glacier and ice caps explains approximately 75% of the observed rise.16) For the period of 1993–2008 and nearly the same period of 1993–2007, two estimates from Church et al. (2011)16) and Cazenave and Llovel (2010)6) are shown in Table 1. In both estimates, the observed rate of GMSL rise is almost the same, i.e. 3.22 mm/year and 3.3 mm/year, respectively. Although the estimated rates of GMSL rise do not agree with the observations, the two estimates give close values (2.54 mm/year and 2.85 mm/year). They also give similar values for the fractional contribution of each component: about 30% each for thermal expansion and glaciers and ice caps, and approximately 10% for the Greenland and Antarctica ice sheets. Comparisons between the two periods suggest that the proportion of thermal expansion decreases from 40% to 30% as ice contributions increase. It is also clear that both the Greenland and Antarctica ice sheets are an important component in closing the sea-level budget, particularly since 1993.16) For the recent period of 2003–2007, only Cazenave and Llovel (2010)6) data are available, which shows that the observed sea-level rise rate decreased for this period. As discussed in the previous section, the 2007 La Niña event might have caused a temporal decrease.

Reconstruction of the historical sea-level budget has improved considerably, as shown above, making the difference between observed and estimated sea-level rise smaller. This progress was made by re-analyses of ocean observation data and development of observations and modeling of the related phenomena. However, the budget of sea-level rise is not final, either. Producing more accurate and consistent estimates of the contributions are challenges for future studies.

3.4. Regional distribution and relative sea-level rise.

So far we have examined the global mean sea level averaged for entire oceans. However, in reality, the changes in sea level have a spatial distribution.24) Figure 5 clearly shows the regional distribution of mean sea-level change. Such a distribution is attributed to local differences in density structure, ocean currents, frequency of low pressure systems, etc. Note that Fig. 5 is for the average distribution during 1993 to 2001, and that the distribution will likely be different for other periods.

Which of the following descriptions of measuring population density is paired correctly

Spatial patterns in sea level trends over 1993–2001 observed by satellite altimetry.24)

Furthermore, actual changes in local mean sea level are a combination of those induced by changes in ocean volume, and by local crustal and land movement. Where the factors cause an increase in sea level it is called relative sea-level rise (RSLR). As this sea-level rise relative to land is the external force affecting coastal zones, it is necessary to estimate the RSLR for evaluating the impacts of sea-level rise.

A typical crustal movement is Glacier Isostatic Adjustment (GIA). This is a long-term rebound of the parts of the earth’s crust that were loaded with huge ice sheets during the glacial period. This movement is apparent in northern Europe, the northern part of North America, Siberia, and around Antarctica. Since GIA still continues today, it causes a sea-level fall relative to land instead of sea-level rise; for example, Stockholm in Sweden experienced −3.82 mm/year sea-level fall from 1880 to 2010, and Bergen in Norway also saw a sea-level fall of −0.54 ± 0.21 mm/year from 1883 to 2009.25) The distribution of GIA is estimated by calculating the response of the crust to the disappearance of heavy ice sheets, assuming a viscoelastic body (e.g., Peltier, 2009).26)

On the other hand, land subsidence is a typical local phenomenon. Deltas formed by large rivers undergo subsidence due to consolidation, because they consist of a loose deposition of sediments. Human activities, such as extracting ground water for industrial use and irrigation, are another factor that causes land subsidence. For example, large scale subsidence took place in the Ganges delta, Bangladesh, and Chaophraya delta, Thailand (17 mm/year for 1960–1994). This increased the risk of floods and storm surges. Other than such factors, plate tectonics and uplift/subsidence due to earthquakes are also factors that cause local changes. The Great East Japan Earthquake in 2011 resulted in 1.2 m of subsidence in the Ojika Peninsula, Miyagi Prefecture.27)

Lastly, we will look at the sea-level changes around Japan. Figure 6 shows the changes around Japan for the past 100 years.28) As the tectonic movement is considerable, tidal stations located on places with less active land movement were chosen to prepare Fig. 6. A fluctuation with a period of nearly 20 years is apparent in the record, and the relative maximum appeared around 1950. After 1990 the mean sea level started to increase again. The speed of the recent increase is 4.8 mm/year, which is higher than the global average of 3.2 mm/year. There are possible reasons for the long-term fluctuations apparent in the long-term record shown in Fig. 6, such as changes in water temperature and the routes of Kuroshio current around Japan. Although there have been some studies,29,30) no definite reason for the fluctuation has yet been determined.

Which of the following descriptions of measuring population density is paired correctly

Sea-level change around Japan (1906–2011).28)

4. Projections of sea-level rise

4.1. Projections for the 21st century.

Projections of sea-level rise are based on atmospheric and oceanic general circulation models (AOGCMs), as well as semi-empirical models. The former are called process-based models. These consist of models to simulate physical processes causing sea-level rise, such as the thermal expansion of the oceans, melting of land-based ice, and ice sheet changes. Generally, thermal expansion of the oceans is directly calculated by AOGCMs, while other factors, such as glacier melting and ice sheets changes, are calculated by models specific to each target phenomenon using output from AOGCMs as boundary conditions. Future projections using AOGCMs couple the physical processes of the climate system with future scenarios for GHG emissions. For this purpose, the IPCC’s Special Report on Emission Scenarios (SRES)31) has been widely used. The SRES scenarios consist of six different GHG emission scenarios that were developed assuming various demographic, societal, economic, and technical change pathways (story lines).

Table 2 summarizes projections for increases in global average temperature and GMSL made using the SRES scenarios presented in the IPCC AR4.32) Global average temperature is projected to increase by 1.1–6.4 ℃ by the end of this century, relative to the period 1980–1990. The significant feature is that the magnitude of the temperature increase varies with the emission scenario, based on the socioeconomic development path set by the SRES scenario. However, even under the B1 scenario, which assumes the lowest emission path of GHGs, the temperature increase will reach 1.8 ℃ (a likely range of 1.1–2.9 ℃) by the end of the 21st century. For the most fossil fuel-intensive (A1FI) scenario, the temperature increase is projected to be 4.0 ℃, with a likely range upper limit of 6.4 ℃. If the global average temperature increases by such an amount, the Arctic and the midlands of large continents will show much higher increases, resulting in devastating effects over those regions.

Table 2.

Projected global average surface warming and sea level rise at the end of the 21st century (modified from IPCC, 2007b)32)

Scenario caseTemperature Change (℃ at 2090–2099 relative to 1980–1999)a)Sea Level Rise (m at 2090–2099 relative to 1980–1999)


Best estimateLikely rangeModel-based range excluding future rapid dynamical changes in ice flow
B1 1.8 1.1–2.9 0.18–0.38
A1T 2.4 1.4–3.8 0.20–0.45
B2 2.4 1.4–3.8 0.20–0.43
A1B 2.8 1.7–4.4 0.21–0.48
A2 3.4 2.0–5.4 0.23–0.51
A1FI 4.0 2.4–6.4 0.26–0.59

a) These estimates are assessed from a hierarchy of models that encompass a simple climate model, several Earth System Models of Intermediate Complexity and a large number of Atmosphere-Ocean General Circulation Models (AOGCMs).

Regarding sea-level rise, an 18–38 cm increase is projected for the B1 scenario, which gives the lowest temperature increase. The A1FI scenario, with the highest temperature rise, projects a 26–59 cm sea-level rise. The differences within the same scenario are due to different temperature changes projected by the various AOGCMs used for the sea-level rise projections. The IPCC AR4’s projection of sea-level rise is summarized as a 18–59 cm increase by the end of this century.

The projections shown in Table 2 is based on process-based models. They are based only on thermal expansion and melting of land-based ice, and do not address the future dynamical behavior of the large polar ice sheets of Antarctica and Greenland in a changing climate. This is because the physical understanding of these process was not sufficient when the IPCC AR4 was published. Since IPCC AR4, progress has been made on the physical understanding and development of process-based models.

In parallel with the progress of the process-based models, higher estimates of rise in GMSL were published based on semi-empirical models. Rahmstorf (2007)33) considers that large uncertainties exist even in the projection of thermal expansion, and estimates of the total volume of mountain glaciers and ice caps. Uncertainties associated with polar ice sheets are even larger. As pragmatic alternative to process-based models to estimate increase in the GMSL, a semi-empirical model has been developed based on an assumed linear relationship between the global mean temperature increase and the rate of sea-level rise. After calibrating this model using past data, Rahmstorf (2007)33) applied the relationship to the projection of sea-level rise. The projected GMSL rise in 2100 is 0.5 to 1.4 m above the 1990 level, for the range of temperature increase of 1.4 to 5.8 ℃.

Figure 7, taken from Cazenave and Llovel (2010),6) indicates the evolution of the global mean sea level between 1800 and 2100. Historical records and the observed trend are shown for 1800 to 2000. After 2000, the future projections of IPCC AR4 and those given by the empirical model by Rahmstorf (2007)33) are superimposed. In Fig. 7, a range of IPCC AR4’s projections is presented as a pink shaded band. However, this band covers only 20 to 50 cm rise in 2100, while IPCC AR4 gives 18–59 cm rise as the projection at 2100. Therefore, it should be noted that the pink shade does not cover the uppermost part of the IPCC AR4 projections and that the band should be overlapping with blue band for the projections by the semi-empirical model.

Which of the following descriptions of measuring population density is paired correctly

Evolution of global mean sea level between 1800 and 2100.6) Thick black line: long-term sea level based on various observations for the 19th century. Red line: based on tide gauge data (from Church et al. 2004).35) Green line: from satellite altimetry since 1993. Pink and light blue shaded region: projections from IPCC (2007a)5) and from Rahmstorf (2007),33) respectively. Note: The pink shaded band, which represents s range of projections from IPCC (2007a),5) covers only 20 to 50 cm rise in 2100. However, IPCC (2007a) gives 18–59 cm rise as the projection at 2100. Therefore, it should be noted that the pink shade does not cover the uppermost part of the IPCC (2007a) projections and that the band should be overlapping with blue band.

There is a considerable difference in future projections for sea-level rise between process-based models and the semi-empirical model. A problem associated with the projections based on the semi-empirical model is assuming that sea-level change in the future will have the same relationship with the past, as the relationship is calibrated with the past record of the GMSL rise. However, it is not certain whether the past relationship will hold in the warmer world, because the climate system undergoes complex interactive changes, and rises in air temperature and GMSL may show a non-linear relationship. More effort is needed to resolve the reason for the large difference in the future projections between the two models. Nevertheless, a possibility cannot be excluded that the GMSL rise will exceed 1 m by the end of this century if climate change proceeds along a high temperature increase pathway.

Recently, a new set of scenarios, the Representative Concentration Pathways (RCPs), was proposed.34) Considerable effort has been made to make new assessments for the future climate change using RCPs. New projections of GMSL rise incorporating the new scenarios and progress made after AR4 will be published as the IPCC Fifth Assessment Report in 2014.

4.2. Possibility of large sea-level rise.

A major concern is whether or not a huge sea-level rise of over several meters will take place. Each factor associated with sea-level change, as presented in Section 2, has its own time scale. For example, as the heat capacity of the ocean is very large compared with the atmosphere, it takes over 1000 years for the ocean to reach a thermal equilibrium after the atmosphere achieves its equilibrium. For this ocean warming, the deep ocean circulation plays a major role. Deep-ocean water is formed between Norway and Greenland, and near Antarctica. In these places, cold and dense water sinks from the surface to the deep sea, and is then transported to the wider ocean basins. As this deep ocean circulation plays an important role for transport of heat as well as other materials, it is called the “Conveyer Belt”. If there is still deep-water formation in the warmer world, the ocean will eventually warmed up fairly uniformly by the amount of the global surface temperature change.36) Numerical experiments showed that sea level rose by 1 to 2 m after 2000 years for the doubled CO2 (560 ppm) world.14) This indicated that sea level rise will continue after the stabilization of global temperature is achieved.

A much larger sea-level rise is expected due to the melting and outflow of the Greenland Ice Sheet (GIS) and West Antarctica Ice Sheet (WAIS). The GIS has a potential to cause a 7 m of sea-level rise, which is considered to happen when a certain increased temperature (threshold temperature) continues to exist around Greenland. This threshold was pointed out to be around a 3 ℃ increase of the global mean temperature above pre-industrial level.14) Furthermore, if the melting of GIS proceeds to reduce its height, resulting in acceleration of melting due to higher temperature in the lower elevations. Such a positive feedback would exist. Robinson et al. (2012)37) suggest that the threshold is 1.6 ℃ (the uncertainty range is 0.8–3.2 ℃), and that the complete disintegration of the GIS needs this condition to continue more than 1000 years. Furthermore, if a higher temperature continues, an irreversible condition, where the GIS never recovers again, will be triggered even if the temperature returns to lower values after some time.37)

Albeit a far future, such a high sea-level would impose huge impacts on the whole world, if it happens. The only countermeasure against this phenomenon is to suppress the progress of climate change by major reductions in the emission of GHGs. Given its huge effects, a proactive policy is critically important for not triggering the collapse of the GIS and WAIS, although knowledge about the behavior of the GIS and WAIS is still limited.

In sumary, there are two categories in risks of sea-level rise, i.e., impacts that occur within this century, and very long-term effects. We need to consider both time scales when planning responses.

5. Assessment of coastal impacts

What impacts will result from a further increase in mean sea level? This section will respond to this question by examining the results of relevant studies. Generally, the impacts of sea-level rise are identified as follows.

  • 1)

    exacerbated inundation and flooding of low-lying coastal areas

  • 2)

    increased coastal erosion

  • 3)

    effects on coastal ecosystems such as salt marsh, mangroves and coral reefs

  • 4)

    salt water intrusion into estuaries and aquifers

  • 5)

    changes in sediment deposition along river channels

  • 6)

    higher-order impacts on the natural environment and human society propagated from the above mentioned basic impacts

Many studies have been performed to assess these impacts, as summarized in the IPCC AR4.38) In this section, the results of these studies will be introduced, focusing on major issues.

5.1. Impacts of coastal inundation and flooding.

(a) Global assessment.

Exacerbation of inundation and flooding are among the most significant impacts of sea-level rise. If sea level does increase at an accelerated rate, and storm surges and high waves are superposed on it, areas of inundation are expected to expand significantly. To estimate the affected areas, and populations at risk due to such inundation on a global scale, many studies have been carried out (e.g., Nicholls et al., 1999; Nicholls and Cazenave, 2010).39,40)

Among them, Maruyama and Mimura (2010)41) estimated a global risk of inundation by combining the sea-level rise projection and 1/100 year storm surges calculated along world coastlines. In this study, sea-level rise and population change in each country were assumed based on four IPCC SRES scenarios (A1B, A2, B1, B2), and, in addition to them, coastal protection scenarios were set to evaluate the effect of coastal protection against sea-level rise and storm surges. The coastal protection scenarios consist of staged upgrade assumptions of coastal protection in a country, assuming that each country is able to introduce stronger coastal protection as it achieves higher economic development (index for this is GDP per capita). For example, as a country’s GDP per capita increases from a range of 801 to 2999 USD to over 20000 USD, the protected level for areas with over 5000 people/km2 are upgraded from 1/1 year to 1/1000 year storm surges. Such an approach makes it possible to assess not only the intensity of hazards, such as sea-level rise and storm surge, but also the adaptive capacity of a country. Major results of this study are as follows.

  • Inundation areas in the world expand with an increase in sea level (Fig. 8). Global inundation area amounts to 1.32 million km2 for a “No Protection” case, which will be reduced slightly to 1.25 million km2 for a “Protection” case (SRES A2 scenario). The reason why even the “Protection” case does not show a large reduction is that protection will not be introduced on coasts with low population density, nor in countries where economic development is delayed.

    Which of the following descriptions of measuring population density is paired correctly

    Inundation areas in 2100 for SRES A1B scenario with coastal protection for 1/100 storm surges.41) The dark color indicates inundation areas.

  • The present population at risk (i.e., people living in areas inundated by a 1/100 year storm surge) is estimated to be 270 million people worldwide. This number will increase to 670 and 450 million people by 2100 for the cases without and with coastal protection, respectively (A2 scenario). Note that the A2 scenario gives the largest number, and the numbers of people at risk vary with scenarios. For example, the people at risk in 2100 (with protection) are approximately 90, 90, and 240 million for A1B, B1 and B2, respectively.

  • About 80% of the people at risk live in Asia and the Pacific region today. This percentage would not change so much throughout the 21st century under the A1B scenario, because there are mega-deltas of large rivers, coastal mega-cities and small island countries in this region. This indicates that the Asia and Pacific region is particularly vulnerable to inundation and flooding.

  • On the other hand, large economic growth is expected in Asia. If the coastal protection is upgraded accordingly, in spite of the huge population growth, the population at risk will be reduced to a level below the current number. Figure 9 shows a large reduction of the population at risk in Asia (A1B scenario). This result suggests it is possible to reduce the impacts of sea-level rise if the benefits of economic growth are properly utilized.

    Which of the following descriptions of measuring population density is paired correctly

    Trend of affected people in the world and Asia for SRES A1B scenario.41)

Similarly, IPCC AR438) concluded that the population at risk is largest in the populous deltas in Asia and Africa, and that low, small islands, where places for safe migration are very much limited, are especially vulnerable as well.

(b) Impacts on Japan.

There are a number of studies for Japan. However, many studies estimated a inundation risk assuming no coastal protection, because data for coastal protection facilities were not easily available. Though these results gave an indicator for a potential risk of inundation, a more realistic assessment was needed. Recently, a study was undertaken to estimate the inundation risks in the three major bays (Tokyo, Osaka and Ise Bays) in the 2090s, using the heights of the present seawalls along these bays.42) This study indicated the following results assuming that the typhoon (tropical cyclone) becomes 1.3 times stronger than the Ise Bay Typhoon in 1959; the inundation areas and people at risk will be 63–72 km2 and 300–350 thousand, respectively, and economic damage will amount to 1.8–2.3 trillion JPY. The range of estimates comes from the three different scenarios for sea-level rise. This study also showed that, if sea-level rise and intensified storm surges are superposed, the current return period of 1/several hundred years for a high water level will be shortened to 1/several decades. The significance of this result is that the current design heights of seawalls might be insufficient for the higher sea level expected in the future.

As the superposition of sea-level rise and stronger typhoons cause higher risk, the future trend of typhoons is a major concern from the viewpoint of coastal protection. In this regard, Oouchi et al. (2006)43) and Kitoh et al. (2009)44) indicate that the number of stronger typhoons will increase, while the total number of typhoons may decrease.

However, as it is impossible to estimate the strength and trajectory of future typhoons precisely, a stochastic typhoon model has been developed. This stochastic typhoon model simulates the characteristics of typhoons for a given future climate condition, by giving probabilities of occurrence for typhoon characteristics (i.e., central pressure, movement speed and direction, etc.) in a calculation domain. Using this stochastic typhoon model, intensive studies have been carried out to estimate the changes in storm surges and high waves in the future (e.g., Hashimoto et al., 2005; Yasuda et al., 2009).45,46) Furthermore, a new approach to use the output of AOGCMs for analysis of the storm surge risk was also implemented.47) These studies indicate the possibility that unprecedentedly high storm surges that exceed the present design levels may occur in semi-enclosed bays and inland seas such as the Sea of Ariake. Importantly, these results have not yet been incorporated into the design codes for coastal structures. In order to improve the reliability of the estimates, more methodological development will be needed, including improved AOGCMs, and more collaboration between research communities in climate science and coastal engineering.

5.2. Impacts on coastal landforms and ecosystems.

(a) Erosion of sandy beaches.

Among the impacts on coastal landforms, beach erosion has drawn attention for a long time. It is already a widespread problem all over the world. Many countries are suffering from beach erosion, which is attributed to various causes such as decrease of sediment supply from rivers, land subsidence, and interruption of longshore sediment transport by man-made structures. As sea level rises, causing waves to act on higher parts of the beach profile, erosion will be enhanced.

There are few studies that provide quantitative estimates of beach erosion due to sea-level rise. Mimura et al. (1994, 1996)48,49) applied the Bruun Rule, which is based on the assumption of an equilibrium beach profile, to evaluate the erosion of sandy beaches in Japan. First, they confirmed that the Bruun Rule could macroscopically reproduce the beach erosion that took place on the Niigata Coast, by considering long-term land subsidence on the Niigata Coast (due to extraction of natural gas) as relative sea-level rise. Then, the total areas of eroded beach were estimated for a sea-level rise of 30, 65 and 100 cm. There were nearly 191 km2 of sandy beaches in Japan in 1990s. These sandy beaches would be eroded by 57, 82 and 90% according to the assumed sea-level rise. These are surprisingly large impacts. Recently, another study reconfirmed these results; shorelines may retreat about 25 m on average by the end of the 21st century due to changes in sea level and wave heights (Sugawa et al., 2011).50) As the present average width of Japanese sandy beaches is about 30 m, this again suggests a possibility of large beach erosion.

These studies utilize the Bruun Rule, and concern has been expressed as to whether it is a valid approach for estimating beach erosion caused by sea-level rise (e.g., SCOR, 1991).51) As sea-level rise is a global phenomenon, we need relevant ways to model the effects of sea-level rise on beach erosion. The Bruun Rule seems to be an important tool for this, if it is used with careful examination of applicability to avoid misuse such as application to coral and mud beaches. Another factor which makes national and global assessment difficult is the lack of data for the area, slope, sand diameter of beaches and incident waves. This is always a barrier to impact assessments.

Sandy beaches have multiple functions; they are not only places for recreation, but also work as a natural breakwater to protect inland areas. If sandy beaches disappear as a result of sea-level rise, waves and storm surges will impact higher areas along the coastline. This fact will force us to strengthen the existing seawalls and build new ones, such as along the Japanese coastlines. Japan has long suffered from beach erosion mainly due to loss of sediment sources and interruption of sediment transport by coastal structures such as jetties and breakwaters. As these factors vary spatially, such effects were not considered in assessments based on the Bruun Rule. Therefore, the erosion estimated above should be considered additional to the existing erosion trend, meaning that the future trend of beach erosion will be even more serious.

(b) Impacts on coastal ecosystems.

Coasts are well endowed with ecosystems such as salt marshes, tidal flats and mangroves. They are considered to experience the adverse effects of sea-level rise if they face lack of sediment supply from land, and lack of hinterland for migration.38,52) Mangroves cannot survive in an environment with higher sea-level and salinity, because some mangrove species respire through aerial roots jetting above the sea surface. They will move to higher elevation or alter species as responses to the new environment. However, as the landward boundary is often already developed for human activities, they cannot migrate landward. As a result, the area of mangroves would decrease. A large scale retreat and decrease of mangrove areas is already happening in Thailand, for example, where the causes are land subsidence (relative sea-level rise).

Coral reefs are vulnerable to heat stress. This is not indicative of sea-level rise, but it is estimated that a 1–3 ℃ increase of sea water temperature will cause more frequent occurrence of coral bleaching, which will lead to death of the coral reefs. This is another major concern in terms of the ecological impacts of climate change.

5.3. Salt water intrusion.

Higher sea-level promotes sea water intrusion into river estuaries and aquifers, causing two further major issues; degradation of freshwater resources, and effects on bearing capacity of the ground.

Salt water intrusion has been widely recognized as a major impact of sea-level rise.52) Although the real situation is complex, depending on the local conditions such as river discharge, tidal range, and geological setting, salt water intrusion is generally enhanced by sea-level rise. In fact, in large deltas such as Bangladesh, the salinity interface has advanced inland.53) Furthermore, effects on water resources are also severe in small islands. There is a groundwater pool, called a freshwater lens, under small islands, which is an important water resource for coral islands, particularly low atolls. This freshwater lens is floating on sea water filled in porous coral islands. The volume of the lens changes depending on the area of an island. Therefore, if inundation and erosion due to sea-level rise reduce the island area, the freshwater lens under the island also shrinks. An estimate for Kiribati, an atoll country in the Pacific, indicated that the freshwater lens would shrink by more than 60%, if a 50 cm sea-level rise and 25% reduction of rainfall occurred simultaneously (World Bank, 2000).54) Such a reduction of already scarce water resources is a critical issue for small islands.

Another major issue is the effect on bearing capacity of the ground. In many coastal zones, as the ground consists of loose sediment deposition, its bearing capacity is not high by its nature. In addition to this, sea-level rise raises the water table in the aquifers, increasing the risk of liquefaction due to earthquakes, and reducing bearing capacity of the ground. Reduction of stability of engineering structures, such as river dykes and seawalls, is also a problem. A case study for the coastal area in Tokyo Bay suggested an increase of liquefaction potential as a result of the combined effect of sea-level rise and higher river level.55) Further, studies indicate a higher river surface level and salinity intrusion may bring about adverse effects on the stability of river dykes.56) Such concerns have not attracted much attention so far. However, these are potentially important issues, especially for countries which have wide reclaimed lands in coastal zones and frequent earthquakes. In the future, we need to promote studies on the compound disasters of climate change and natural hazards such as earthquakes in order to better manage the social risks.

5.4. Effects on coastal structures and countermeasures.

There is a conglomeration of various facilities in coastal zones, including ports, fishery harbors, and natural disaster prevention facilities. These are designed based on the local mean sea level, design storm surges and waves. Therefore, when these conditions change, it is logical to revise the design standards to reflect this. As there are a huge number of such facilities in the world, these changes in design conditions could have enormous effects on both social safety and economic burden.

Isobe (2013)57) summarizes the effects of sea-level rise on the design standards of facilities, including wave run-up, overtopping, weight of amour blocks, and stability of breakwaters. A primary effect of sea-level rise is an increase in the water depth in front of the structures, which, in turn, increases the wave height and makes the wave breaking point closer to the structures. These changes eventually cause higher wave run-up heights on seawall slopes. If a tropical cyclone (typhoon) becomes stronger, higher incident waves will occur, resulting in an even higher run-up. Isobe (2013)57) shows a comparison of run-up heights on a model seawall in Tokyo Bay, calculated for the conditions with and without sea-level rise and stronger typhoons. As a model tropical cyclone, Ise Bay Typhoon in 1959 with a pressure depression of 70 hPa was taken, because it caused a historically high storm surge of 3.4 m in Japan. If a 60 cm sea-level rise and a stronger typhoon with 10% increase in the pressure depression are assumed, the difference in the maximum run-up height with and without the assumptions is more than three times larger than the sea-level rise of 60 cm. This means that, for the planning of a countermeasure, it is not enough to raise the seawalls by the amount of projected sea-level rise, but necessary to take into account the increased run-up height.

The following points were also mentioned. The amount of wave overtopping may increase six times even for a relatively small sea-level rise of 30 cm. As the design weight of amour blocks is proportional to the cube of wave height, it increases significantly even for a slight increase of wave height. Furthermore, sea-level rise reduces the stability of breakwaters by increasing buoyancy and wave forces acting on them.

There can be two countermeasures to this issue. One is to incorporate the future conditions induced by climate change into the design of new structures. This needs a higher initial construction cost, but the lifetime cost may be lower when the costs of later strengthening are taken into account. This concept is often called “climate proofing”, and is already partly realized in countries such as the UK and Canada.

The other countermeasure is stepwise strengthening (raising). As sea-level rise is a gradual and continuous phenomenon, this fact allows us to prepare countermeasures by monitoring the progress of sea-level rise and other changes in wave conditions. This is a kind of adaptive approach to the maintenance of costal structures. Although such an adaptive approach is not adopted in the Japan’s present guidelines, it seems necessary to formulate such an approach in the maintenance policy to respond to the changing external conditions.

6. Responses to adverse impacts of climate change and sea-level rise

Responses to climate change fall into two broad measures, mitigation and adaptation. Mitigation is to stabilize the climate system through the reduction of GHG emissions and sequestration of GHGs by forests, etc. As mitigation aims to keep climate change within the level to which human society and the ecosystem can adapt, it can be considered to avoid an “unmanageable situation” induced by a significant climate change. This unmanageable situation includes a large-scale irreversible change including disintegration of the GIS and WAIS.

The objective of adaptation, in turn, is to reduce the adverse impacts of climate change using a range of measures such as disaster risk reduction and increased resilience of food production and fresh water supplies. Even if mitigation succeeds in achieving the goal of stabilization, climate change will still proceed to a certain extent, resulting in some impacts on sectors and regions. Therefore, adaptation is considered a “measure to prepare for an unavoidable impact”. Planning for, and implementation of, adaptation is urgent, particularly for developing countries, for they will face larger impacts because of their inadequate infrastructure and low adaptive capacity. Given the uncertainty surrounding international agreements for mitigation, the importance of adaptation is increasing.

Countermeasures against coastal impacts are a part of adaptation. As coastal impacts are expected to be significant, from an early stage many studies have been carried out, focusing on coastal adaptation. The IPCC examined the impacts and responses in coastal zones by establishing the Coastal Zone Management Subgroup (CZMS) during its first assessment.58)

The IPCC CZMS proposed the three strategies of protection, accommodation, and retreat. Protection implies a strategy to defend inland areas using coastal structures such as seawalls and breakwaters. Accommodation is a concept to continue using coastal zones by changing their use, e.g., raising houses on poles to prepare for possible inundation and converting rice paddies to fish ponds. The last strategy, retreat, is to regulate the land use of vulnerable areas, and relocate houses and economic activities to safer areas. After the IPCC First Assessment Report, these three strategies have evolved to propose concrete measures, as indicated in Fig. 10.

Which of the following descriptions of measuring population density is paired correctly

Evolution of planned coastal adaptation practices.38,58–61)

As retreat has the merit of conserving the coastal ecosystem, this strategy and ecosystem-based adaptation, such as enhancing coral reefs and mangroves, are often given priority. However, in the face of the tremendous damage of the Indian Ocean Tsunami in 2004, hurricane Katrina in 2006, and the Great East Japan Earthquake and Tsunami in 2011, people again recognized the important role of robust coastal protection structures as well as their limitation, especially for coastal mega cities and places with critical facilities such as large industries and nuclear power plants. It is projected that, in Asia, coastal megacities where more than 10 million inhabitants live, will increase as a result of population growth and economic development. Therefore, in the middle of the 21st century, climate change impacts will occur over and above such simultaneous increases in population and economic activity. It is therefore obvious that urban and infrastructure planning need to incorporate responses to climate change and sea-level rise.

In Japan, policies and facilities for coastal protection have been developed. However, as described in the previous sections, climate change would bring about storm surges, waves, and floods higher than the current protection standards. As forerunners have already occurred, we need to speed up the examination of how to incorporate these issues into strengthened policies and improved structural design standards for coastal protection.

At the same time, the coastal zone is characterized by the existence of diverse ecosystems and high primary productivity. There are also various human activities, such as coastal cities, transportation, fishery, tourism, and recreation. It has long been pointed out that, to ensure the co-existence and well-being of these activities and functions, integrated coastal management (ICM) is especially important. Therefore, it is most important that coastal adaptation be incorporated in the ICM.38)

7. Conclusions

In this paper we examine the present status of scientific understanding of the sea-level rise issue, and its environmental and social impacts. The major points discussed in this review can be summarized as follows.

  • Based on tidal observations since the end of 19th century and satellite observations from 1993, it is recognized that a global mean sea-level rise has occurred. Its speed was 1.7 ± 0.2 mm/year for a period of 1900 to 2009, but the rate has increased to 3.2 ± 0.4 mm/year since the end of 20th century.

  • Intensive studies have investigated the factors affecting contemporary sea-level rise. Their results are close to a quantitative explanation for the budget of the past sea-level rise. During the 20th century, thermal expansion and melting of mountain-based glacier and ice caps predominated. Although the roles of the Greenland Ice Sheet (GIS) and West Antarctic Ice Sheet (WAIS) were unknown previously, recent studies reveal that melting and outflow of these ice sheets have proceeded since the end of 20th century.

  • A projected sea-level rise of 18–59 cm by 2100, which was given by the IPCC Fourth Assessment report, can be understood as the lower limit of the possible increase. Given the roles of the GIS and WAIS, the projection may be revised upward. Although some studies based on semi-empirical models suggest that sea level would rise over 1 m by 2100, the absolute value needs further careful examination.

  • The sea-level rise projected for 2100 poses significant threats to coastal zones in the world. Particularly, when the intensification of tropical cyclones is superposed on sea-level rise, the population at risk from inundation is likely to amount to several hundred million. We should therefore consider that climate change is an issue for security on how to guarantee the safety of such a large number of people, including those in Asia and Africa.

  • Some studies suggest that tropical cyclones may be intensified due to climate change, although uncertainty still remains. To reduce the range of uncertainties for the risks of higher storm surge and waves, collaborative studies between climate science and coastal engineering should be promoted.

  • As sea-level rise is a global phenomenon, the total amount of its impacts could be huge, including beach erosion, degradation of coastal ecosystems and insufficient functions of coastal facilities. However, the global assessment of such impacts is still limited to a subset of the possible impacts, including inundation of land, population and wetlands.

  • The need for countermeasures against adverse impacts (i.e. coastal adaptation) is inevitable. To this end, we need projections of impacts on a local scale, which is a major challenge to the research community. As a part of coastal adaptation, integrated coastal management is of special importance to ensure the co-existence and well-being of the natural environment and human activities in the coastal zone.

  • Asia and Africa, centers for population growth and economic development in the 21st century, as well as small islands, are particularly vulnerable to sea-level rise and climate change. In these areas, a combination of hard measures, i.e., infrastructure development, and soft measures, i.e., urban planning and disaster risk reduction should be enhanced to develop social capacity for adaptation.

  • The sea-level rise issue has two different dimensions; one is several tens cm of sea-level rise in the 21st century, and the other is a possibility of a large increase of over several meters in over 1000 years. There should be threshold conditions for the complete disintegration of the GIS and WAIS. This would cause a major sea-level rise. A key role of mitigation policy is not to trigger such a large and irreversible phenomenon by taking a proactive approach.

From this review, we can see that the sea-level rise issue includes an extremely wide range of disciplines from natural science, engineering and applied sciences to social sciences and humanities. As described in this paper, there has been progress in each area, motivated by high interest throughout the world. On the other hand, there remain many challenges to increase scientific understanding and accuracy of the estimates for bridging research results so as to develop effective countermeasures against the impacts of sea-level rise. This area is one which really needs inter-disciplinary collaboration, and the author hopes that efforts in that direction will be accelerated.

Acknowledgements

The author would like to express deep appreciation to Prof. Kiyoshi Horikawa, Professor Emeritus of the University of Tokyo and Member of The Japan Academy, and Prof. Taro Matsuno, Professor Emeritus of the University of Tokyo, and Member of The Japan Academy, for their scientific discussions. They are extremely effective to improve this paper. Appreciation is also extended to Prof. John Hay, The University of the South Pacific, for his helpful discussions and English proof reading.

Abbreviations

AOGCM Atmospheric and Oceanic General Circulation Model
CZMS Coastal Zone Management Subgroup
GHGs Greenhouse Gases
GIA Glacier Isostatic Adjustment
GIS Greenland Ice Sheet
GMSL Global Mean Sea Level
GRACE Gravity Recovery and Climate Experiment
ICM Integrated Coastal Management
IPCC Intergovernmental Panel on Climate Change
IPCC AR4 IPCC Fourth Assessment Report
NAO North Atlantic Oscillation
OHC Ocean heat content
PDO Pacific Decadal Oscillation
PSMSL Permanent Service for Mean Sea Level
RCPs Representative Concentration Pathways
RSLR Relative Sea-Level Rise
SRES Special Report on Emission Scenarios
UNFCCC United Nations Framework Convention on Climate Change
WAIS West Antarctica Ice Sheet

Profile

Nobuo Mimura was born in 1949 in Hiroshima. He graduated from the Faculty of Engineering at the University of Tokyo, specializing in urban engineering. He continued his study at the Graduate School of Engineering and obtained master’s and doctoral degrees in the field of urban engineering. He began his professional career as Research Associate in 1979 at the Prof. Kiyoshi Horikawa’s Laboratory at the University of Tokyo, where he started research in coastal engineering. Since then he has experienced Assistant Professor (1982 to 1983) and Associate Professor (1983 to 1984) at the University of Tokyo, and Associate Professor (1984 to 1995) and Professor (1995 to date) at Ibaraki University. He played a leading role in establishing the Institute for Global Change Adaptation Science (ICAS) at Ibaraki University in 2006, and has served as its director to the present. He has also served as assistant vice president of Ibaraki University since 2004. Dr. Mimura specializes in global environmental engineering, coastal engineering and adaptation policy to climate change. He is intensively engaged in studies on the impacts of climate change and sea-level rise in Japan, Asia and small island countries, leading several research projects in this field. He has also served as coordinating lead author of the Intergovernmental Panel on Climate Change (IPCC). As a result of his achievements, he was awarded Annual Research Award of the Japan Society of Civil Engineers in 1997, Grand Prix, Nikkei Global Environment Technology Award of the Japan Economic Newspaper Inc. in 1997, Environmental Protection Award of the Environment Agency of Japan in 1998, and Environmental Award of the Japan Society of Civil Engineers in 2006.

Which of the following descriptions of measuring population density is paired correctly

References

1) Baede, A.P.M. (ed) (2007) Annex I glossary. In Climate Change 2007: The Physical Science Basis. Contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change (eds. Solomon, S., Qin, D., Manning, M., Chen, Z., Marquis, M., Averyt, K.B., Tignor, M. and Miller, H.L.). Cambridge University Press, Cambridge, pp. 941–954. [Google Scholar]

2) IPCC (1990) Climate Change: The IPCC Scientific Assessment. Report Prepared for IPCC by Working Group I (eds. Houghton, J.T., Lenkins, G.J. and Ephraums, J.J.). Cambridge University Press, Cambridge. [Google Scholar]

3) IPCC (1995) Climate Change 1995: The Science of Climate Change. Contribution of Working Group I to the Second Assessment Report of the Intergovernmental Panel on Climate Change (eds. Houghton, J.T., Merira Filho, L.G., Callender, B.A., Harris, N., Kattenberg, A. and Maskell, K.). Cambridge University Press, Cambridge. [Google Scholar]

4) IPCC (2001) Climate Change 2001: The Scientific Basis. Contribution of Working Group I to the Third Assessment Report of the Intergovernmental Panel on Climate Change (eds. Houghton, J.T., Ding, Y., Griggs, D.J., Noguer, M., van der Linden, P.J., Dai, X., Maskell, K. and Johnson, C.A.). Cambridge University Press, Cambridge. [Google Scholar]

5) IPCC (2007a) Climate change 2007: The Physical Science Basis. Contribution of Working Group I to the Fourth Assessment Report of the IPCC, (eds. Solomon, S., Qin, D., Manning, M., Chen, Z., Marquis, M., Averyt, K.B., Tignor, M. and Miller, H.L.). Cambridge University Press, Cambridge. [Google Scholar]

6) Cazenave A., Llovel W. (2010) Contemporary sea level rise. Annu. Rev. Mar. Sci. 2 (1), 145–173 doi:10.1146/annurev-marine-120308-081105 [PubMed] [Google Scholar]

7) Church J.A., White N.J. (2011) Sea-level rise from the late 19th to the early 21st century. Surveys in Geophysics 32 (4–5), 585–602 doi:10.1007/s10712-011-9119-1 [Google Scholar]

8) Ray R.D., Douglas B.C. (2011) Experiments in reconstructing twentieth-century sea levels. Prog. Oceanogr. 91, 496–515 [Google Scholar]

10) Project Team for Comprehensive Projection of Climate Change Impacts (2009) Global warming impacts on Japan –long-term climate stabilization level and impact risk assessment–, pp. 1–40. http://www.nies.go.jp/s4_impact/pdf/S-4_report_2009eng.pdf

11) Woodworth P.L., Player R. (2003) The permanent service for mean sea level: An update to the 21st century. J. Coastal Research 19, 287–295 [Google Scholar]

12) Lemke, P., Ren, J., Alley, R.B., Allison, I., Carrasco, J., Flato, G., Fujii, Y., Kaser, G., Mote, P., Thomas, R.H. and Zhang, T. (2007) Observations: Changes in snow, ice and frozen ground. In Climate Change 2007: The Physical Science Basis, Contribution of Working Group I to the Fourth Assessment Report of the IPCC (eds. Solomon, S., Qin, D., Manning, M., Chen, Z., Marquis, M., Averyt, K.B., Tignor, M. and Miller, H.L.). Cambridge University Press, Cambridge, pp. 337–383. [Google Scholar]

13) Church J.A., White N.J. (2006) A 20th century acceleration in global sea-level rise. Geophys. Res. Lett. 33, L10602 doi:10.1029/2005GL024826 [Google Scholar]

14) Church, J.A., Gregory, J.M., Huybrechts, P., Kuhn, M., Lambeck, K., Nhuan, M.T., Qin, D. and Woodworth, P.L. (2001) Changes in sea level. In Climate Change 2001: The Scientific Basis. Contribution of Working Group I to the Third Assessment Report of the Intergovernmental Panel on Climate Change (eds. Houghton, J.T., Ding, Y., Griggs, D.J., Noguer, M., van der Linden, P.J., Dai, X., Maskell, K. and Johnson, C.A.). Cambridge University Press, Cambridge, pp. 639–693. [Google Scholar]

15) Rohling E.J., Grant K., Bolshaw M., Roberts A.P., Siddall M., Hemleben C., Kucera M. (2009) Antarctic temperature and global sea level closely coupled over the past five glacial cycles. Nat. Geosci. 2 (7), 500–504 doi:10.1038/ngeo557 [Google Scholar]

16) Church J.A., White N.J., Konikow L.F., Domingues C.M., Cogley J.G., Rignot E., Gregory J.M., van den Broeke M.R., Monaghan A.J., Velicogna I. (2011) Revisiting the earth’s sea-level and energy budgets from 1961 to 2008. Geophys. Res. Lett. 38, L18601 doi:10.1029/2011GL048794 [Google Scholar]

17) Ishii M., Kimoto M. (2009) Reevaluation of historical ocean heat content variations with time-varying XBT and MBT depth bias corrections. J. Oceanogr. 65, 287–299 [Google Scholar]

18) Levitus S., Antonov J.I., Boyer T.P., Baranova K., Garcia H.E., Locarnini R.A., Mishonov A.V., Reagan J.R., Seidov D., Yarosh E.S., Zweng M.M. (2012) World ocean heat content and thermosteric sea level change (0–2000 m), 1955–2010. Geophys. Res. Lett. 39, L10603 doi:10.1029/2012GL051106 [Google Scholar]

20) Svendsen P.L., Andersen O.B., Nielsen A.A. (2013) Acceleration of the greenland ice sheet mass loss as observed by GRACE: Confidence and sensitivity. Earth and Planetary Letters 364, 24–29 [Google Scholar]

21) Stocker, T., Dahe, Q., Plattner, G.-K., Tignor, M., Allen, S. and Midgley, P. (2010) IPCC Workshop Report. Workshop on Sea Level Rise and Ice Sheet Instabilities, the IPCC Working Group I Technical Support Unit, University of Bern, Switzerland. [Google Scholar]

22) Gornitz, V. (2001) Impoundment, groundwater mining, and other hydrological transformations: Impacts on global sea level rise. In Sea Level Rise: History and Consequences (eds. Douglas, B.C., Kearney, M.S. and Leatherman, S.P.). Academic Press, San Diego, pp. 97–119. [Google Scholar]

23) Pokhrel Y.N., Hanasaki N., Yeh P.J.-F., Yamada T.J., Kanae S., Oki T. (2012) Model estimates of sea-level change due to anthropogenic impacts on terrestrial water storage. Nat. Geosci., doi:10.1038/Ngeo1476 [Google Scholar]

24) Lombard A., Garric G., Penduff T., Molines J.M. (2009) Regional patterns of observed sea level change – insights from a 1/4° global ocean/sea-ice hindcast. Ocean Dyn. 59, 433–449 doi:10.1007/s10236-009-0161-6 [Google Scholar]

26) Peltier W.R. (2009) Closure of the budget of global sea level rise over the GRACE era: The importance and magnitudes of the required corrections for global isostatic adjustment. Quat. Sci. Rev. 28, 1658–1674 [Google Scholar]

29) Hibino T. (2001) Sea level fluctuation in the north-western Pacific and characteristics of the sea-level change around Japan. Annual Journal of Coastal Engineering, JSCE 48, 446–450(in Japanese) [Google Scholar]

30) Noguchi K., Suwa Y., Gomi H., Matsufuji E. (2010) For the setting of the benchmark value of previous sea level rise along Japan coasts for the climate change adaptation. Journal of JSCE, Ser. B2 (Coastal Engineering) 66, 1256–1260(in Japanese) [Google Scholar]

31) IPCC (2000) Special Report on Emission Scenarios. A Special report of working group III of the intergovernmental panel on climate change (eds. Nakicenovic, N. and Swart, R.). Cambridge University Press, Cambridge. [Google Scholar]

32) IPCC (2007b) Summary for Policymakers. In Climate Change 2007: The Physical Science Basis. Contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change. (eds. Solomon, S., Qin, D., Manning, M., Chen, Z., Marquis, M., Averyt, K.B., Tignor, M. and Miller, H.L.). Cambridge University Press, Cambridge. [Google Scholar]

33) Rahmstorf S. (2007) A semi-empirical approach to projecting future sea level rise. Science 315, 368–370 [PubMed] [Google Scholar]

34) Moss, R., Babiker, M., Brinkman, S., Calvo, E., Carter, T., Edmonds, J., Elgizouli, I., Emori, S., Erda, L., Hibbard, K., Jones, R., Kainuma, M., Kelleher, J., Lamarque, J.F., Manning, M., Matthews, B., Meehl, J., Meyer, L., Mitchell, J., Nakicenovic, N., O’Neill, B., Pichs, R., Riahi, K., Rose, S., Runci, P., Stouffer, R., van Vuuren, D., Weyant, J., Wilbanks, T., Ypersele, J.P. and Zurek, M. (2008) Towards New Scenarios for Analysis of Emissions, Climate Change, Impacts, and Response Strategies. IPCC, Geneva. [Google Scholar]

35) Church J.A., White N.J., Coleman R., Lambeck K., Mitrovica J.X. (2004) Estimates of the regional distribution of sea-level rise over the 1950 to 2000 period. J. Clim. 17 (13), 2609–2625 [Google Scholar]

36) Meehl, G.A., Stocker, T.F., Collins, W.D., Friedlingstein, P., Gaye, A.T., Gregory, J.M., Kitoh, A., Knutti, R., Murphy, J.M., Noda, A., Raper, S.C.B., Watterson, I.G., Weaver, A.J. and Zhao, Z.-C. (2007) Global climate projections. In Climate Change 2007: The Physical Science Basis. Contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change (eds. Solomon, S., Qin, D., Manning, M., Chen, Z., Marquis, M., Averyt, K.B., Tignor, M. and Miller, H.L.). Cambridge University Press, Cambridge, pp. 747–845. [Google Scholar]

37) Robinson A., Calov R., Ganopolski A. (2012) Multistability and critical thresholds of the Greenland ice sheet. Nature Climate Change, 1–4, Published Online, doi:10.1038/NCLIMATE1449 [Google Scholar]

38) Nicholls, R.J., Wong, P.P., Burkett, V.R., Codignotto, J.O., Hay, J.E., McLean, R.F., Ragoonaden, S. and Woodroffe, C.D. (2007) Coastal systems and low-lying areas. In Climate Change 2007: Impacts, Adaptation and Vulnerability. Contribution of Working Group II to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change (eds. Parry, M.L., Canziani, O.F., Palutikof, J.P., van der Linden, P.J. and Hanson, C.E.). Cambridge University Press, Cambridge, pp. 315–356. [Google Scholar]

39) Nicholls R.J., Hoozemans F.M.J., Marchand M. (1999) Increasing flood risk and wetland losses due to global sea level rise: regional and global analyses. Glob. Environ. Change 9, S69–S87 [Google Scholar]

40) Nicholls R.J., Cazenave A. (2010) Sea-level rise and its impact on coastal zones. Science 328, 1517–1520 [PubMed] [Google Scholar]

41) Maruyama Y., Mimura N. (2010) Global assessment of climate change impacts on coastal zones with combined effects of population and economic growth. Selected Papers of Environmental Systems Research, JSCE 38, 255–263(in Japanese) [Google Scholar]

42) Suzuki T. (2009) Estimation of inundation damage caused by global warming in three major bays and western parts of Japan. Global Environment, Association of International Research Initiatives for Environmental Studies14 (2), 231–236(in Japanese) [Google Scholar]

43) Oouchi K., Yoshimura J., Yoshimura H., Mizuta R., Kusunoki S., Noda A. (2006) Tropical cyclone climatology in a global warming climate as simulated in a 20 km-mesh global atmospheric model: frequency and wind intensity analyses. J. Meteorol. Soc. Jpn. 84, 259–276 doi:10.2151/JMSJ.84.259 [Google Scholar]

44) Kitoh A., Ose T., Kurihara K., Kusunoki S., Sugi M., KAKUSHIN Team-3 Modeling Group (2009) Projection of changes in future weather extremes using super-high-resolution global and regional atmospheric models in the KAKUSHIN Program: Results of preliminary experiments. Hydrological Research Letters 3, 49–53 doi:10.3178/HRL.3.49 [Google Scholar]

45) Hashimoto N., Kawai H., Matsuura K. (2005) Analysis of Typhoon Characteristics in the Future under Global Warming with the Use of RCM20 Data and Stochastic Typhoon Model. Annual Journal of Coastal Engineering, JSCE 52, 1221–1225(in Japanese) [Google Scholar]

46) Yasuda T., Ando K., Mori N., Mase H. (2009) Prediction and Stochastic Modeling of Future Typhoon Characteristics based on AGCM Projections under a Global Warming Scenario. Journal of JSCE, Ser. B2 (Coastal Engineering) 65, 1281–1285(in Japanese) [Google Scholar]

47) Yasuda Y., Nakajo S., Kim S.Y., Mori N., Mase H., Horsburgh K. (2011) Evaluation of Storm Surge Risk Directly Based on Climate Change Projection. Journal of JSCE, Ser. B2 (Coastal Engineering) 67, 1171–1175(in Japanese) [Google Scholar]

48) Mimura N., Inoue K., Kiyohashi M., Izumiya T., Nobuoka H. (1994) Assessment of sea-level rise impact on sandy beaches (2)—Verification of predictive model and national assessment. Proceedings of Coastal Engineering, JSCE 41, 1161–1165(in Japanese) [Google Scholar]

49) Mimura, N. and Nobuoka, H. (1996) Verification of the Bruun Rule for the estimation of shoreline retreat caused by sea-level rise, Coastal Dynamics 95, ASCE, 607–616. [Google Scholar]

50) Sugawa T., Udo K., Mimura N., Mano A. (2011) Projection of shoreline retreat due to sea-level rise along Japanese coasts. Journal of JSCE, Ser. B2 (Coastal Engineering) 67, 1196–1200(in Japanese) [Google Scholar]

51) SCOR (1991) The response of beaches to sea-level changes; a review of predictive models. J. Coastal Research 7, 895–921 [Google Scholar]

52) McLean, R.F., Tsyban, A., Burkett, V., Codignotto, J.O., Forbes, D.L., Mimura, N., Beamish, R.J. and Ittekkot, V. (2001) Coastal Zones and Marine Ecosystems. In Climate Change 2001: Impacts, Adaptation, and Vulnerability, Contribution of Working Group II to the Third Assessment Report of the IPCC (eds. McCarthy, J.J., Canziani, O.F., Leary, N.A., Dokken, D.J. and White, K.S.). Cambridge University Press, Cambridge, pp. 343–379. [Google Scholar]

53) Minar M.H., Hossain M.B., Shamsuddin M.D. (2013) Climate change and coastal zone of Bangladesh: vulnerability, resilience and adaptability. Middle-East Journal of Scientific Research 13 (1), 114–120 [Google Scholar]

54) World Bank (2000) Cities, Seas and Storms: Managing Change in Pacific Island Economies. Vol. IV: Adapting to Climate Change. [Google Scholar]

55) Yasuhara K., Komine H., Murakami S., Chen G., Mitani Y. (2010) Effects of climate change on geo-disasters in coastal zones. Journal of Global Environmental Engineering, JSCE 15, 15–23 [Google Scholar]

56) Komine H., Duc D.M. (2011) Geotechnical and geoenvironmental engineering measures to adapt and mitigate global warming impacts. VNU Journal of Science, Earth Sciences 27 (No. 1S), 104–113 [Google Scholar]

57) Isobe M. (2013) Impact of global warming on coastal structures in shallow water. Ocean Engineering in press [Google Scholar]

58) IPCC CZMS (1990) Strategies for Adaptation to Sea-level rise. Report of the Coastal Zone Management Subgroup, In Climate Change, The IPCC Response Strategies (Response Strategies Working Group of the Intergovernmental Panel on Climate Change). Island Press, Washington, D.C., pp. 128–159. [Google Scholar]

59) Klein, R.J.T. and Tol, R.S.J. (1997) Adaptation to Climate Change: Options and Technologies—An Overview Paper. Technical Paper FCCC/TP/1997/3. UNFCC Secretariat.

60) Cooper N., Barber P.C., Bray M.C., Carter D.J. (2002) Shoreline management plans: a national review and an engineering perspective. Proc. Inst. Civil Eng. Water Maritime Engineering 154, 221–228 [Google Scholar]

61) DEFRA (2001) Shoreline Management Plans: A Guide for Coastal Defence Authorities. Department for Environment, Food and Rural Affairs (DEFRA), London. [Google Scholar]


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