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Beach modelling I: Beach erosion occurrence and causes Adonis F. Velegrakis Dept Marine Sciences University of the Aegean Synopsis 1 Significance of beaches to other ecosystems and economic activity 2 Coastal erosion 3 Causes of beach erosion 4 Climate change: a short review 4.1 Trends 4.2 The mechanism 4.3 The future 4.4 What scenario 5. Erosion costs and adaptation 1 Significance of beaches to other ecosystems and economic activity Beaches, i.e. the low lying coasts built on unconsolidated sediments, are valuable ecosystems by themselves; they also, front/protect various other important back-barrier environments/ecosystems Beaches protect very important coastal economic assets/infrastructure and activities from marine inundation Beaches are very important assets by themselves, being the focus of the very large and lucrative ‘sun and beach’ tourist industry; islands, in particular, depend on their beaches for most of their income. Beaches are considered as particularly vulnerable to climate change, likely to bear the brunt of the adverse impacts of climate change, particularly through coastal retreat/erosion 2 Beach erosion Coastal (beach) erosion, i.e. the retreat of the coastline (which may or may not be accompanied by reduction in the beach sediment volume), is a global phenomenon It can be differentiated into: • Long term erosion, i.e. non-reversible coastline retreat, occurring in long (in engineering terms) temporal scales and • Short term erosion, i.e. reversible on non-reversible retreat, occurring in short (in engineering terms) temporal scales Both can be devastating 3. Causes of beach erosion Major causes of beach erosion include: • • • • Climatic changes (e.g. sea level rise (ASLR), changes (reduction) in precipitation and, thus, in river sediment discharges, changes in the frequency/intensity and destructiveness of storms/storm surges Reduction in coastal sediment supply-negative sediment budgets due to e.g. river management schemes, destruction of coastal seagrass prairies that provide marine biogenic sediments to beaches and badly designed coastal works Isostatic and tectonic movements Natural or human –induced subsidence of coastal deltaic/estuarine sediments on which most of the large coastal cities are built (Erikson et al., 2005) Climate change impacts on beaches One the most potent drivers of beach erosion are the climatic changes, i.e. • • • • the sea level rise changes (reduction) in precipitation and, thus, in river sediment discharges changes in the frequency/intensity/destructiveness of storms/storm surges increases in coastal water temperatures that may negatively affect natural beach defences e.g. coral reefs and seagrasses Note: Beach response to climatic changes is a non-linear process; it (mainly) depends on the magnitude/rate of sea level rise, beach slope and morphology, the impinging (and generated-infragravity) wave energy and the intensity, duration and frequency of storm surges and the nature of coastal sediments Our knowledge on these processes is still incomplete and, thus, predictions are characterised by a large uncertainty 4. Climate change: a short review 4.1 Trends Climate Change (CC): defined as the change of climatic conditions relative to a reference period, i.e.: • Period with first accurate records (1850s-1860s) or • Average climate of periods with accurate climatic information and associated with infrastructure used today (e.g. 1961-1990 1980-1999) • Temperature, sea level and precipitation trends • Polar Ice loss • Extreme climate events • There are also feedbacks/tipping points. Trends can be changed by reinforcing (or negative) feedbacks and if thresholds are crossed changes will not be linear and potentially reversible, but abrupt, large and (potentially) irreversible in human temporal scales (Lenton et al., 2009). 4.2 Mechanism: what are the processes involved? • Climate is controlled by solar heat inflows/outflows • A major cause of the observed increase in the planet’s heat content is the increasing atmospheric concentrations of greenhouse gases (GHGs) that absorb heat reflected back from the Earth’s surface • Variability is both natural and human- induced 4.3 The Future Predictions of future changes are characterised by uncertainty and, thus, there is a large range of predictions, Predictions depend on: • Simulations based on complex coupled atmospheric-oceanographic models • Different scenarios regarding drivers which, in turn, are controlled by different scenarios of anthropogenic factors/socio-economic behaviour • The predicted changes are region-dependent • It must be stressed that there is a lot to learn on both the ‘slow’ processes and the feedback mechanisms and the abrupt (‘catastrophic’) changes • It must be noted that (IPCC) predictions are conservative, due to (a) politics and (b) scientists’ attitude. 4.4 What scenario? • Impacts are scenario-dependent and, thus, GHG emissiondependent • These scenarios do not include ‘run-away’ climatic changes due to feedbacks/tipping points (e.g. permafrost melting, conveyor belt grinding halts and the melting of the Greenland and Antarctic ice sheets). • Major scenarios appear to be optimistic if current attitudes are taken into account (e.g. the commissioning of new coal plants) • If the BAU scenario will be the case, in 2050, global annual GDP is predicted (Stern Review 2006) to be significantly (negatively) affected (̴ 5 %) annually. . 5. Erosion costs and adaptation Few integrated, comprehensive studies on the ecological and socioeconomic impacts of climate-change driven beach erosion The best studies undertaken in the US, UK and the Netherlands These studies highlight the huge socioeconomic and environmental costs of the ‘do nothing’ attitude and the large costs of the inevitable adaptation For example, it is predicted that in 2050 (at least) 124 million people and assets of 28 trillion US $ will be at risk of coastal inundation at the 136 coastal megacities The evidence suggests that we have no other choice but to get prepared for a huge adaptation effort that will be based on sound science and engineering. Thank you for your patience and see you after coffee! Fig. 1. If beaches (and/or coastal defences) are breached, then large tracts of back-barrier ecosystems (e.g. wetlands and saltmarshes) are under a deadly threat The Netherlands disaster case (Mollema, 2009). Coastal housing destruction, following short-term (catastrophic) beach erosion Fig. 2 S. Carolina (US) beach (c) before and (d) after a storm event in September 1996 (USGS, 1996) Coastal transport infrastructure Sochi, S. Russia Fig. 3 The main railway line to Sochi in Black Sea will be in jeopardy, if the fronting beach would be eroded – which, will be (red line) under 1 m storm surge and offshore waves with height (H) = 4 m and period (T) = 7.9 sec. Leont’ yev Model Present normal conditions Storm surge 1 m US Gulf Coast inundation risk Fig.4 (a) Flood risk at US Gulf coast under sea level rise of 06-1.2 m (MSL+ storm surge); such rise could inundate > 2400 miles of roads, > 70% of the existing port facilities, 9% of the rail lines and 3 airports. (b) In the case of a ~5.4-7 m rise (MSL+ storm surge), > 50% of interstate and arterial roads, 98% of port facilities, 33% of railways and 22 airports could be affected (CCSP, 2008). Fig. 5. Super Paradise (Mykonos). A pocket beach with very large economic potential. Economic value of Greek beaches min €1400/m/yr. This beach, €60000/m/yr. Examples of beach erosion Erosion Long-term % St.Lawrence, Canada rate Causes Reference Storm waves/surges Forbes et al, 2004 Short-term % rate up to 1.5m/y S. Carolina (US) 70% 1.4 m/yr 59% 1.8 m/y Storm waves and surges, SLR Morton & Miller, 2005 Louisiana 91% 8.2±4.4 m/yr 88% 12.0 m/y Subsidence,storm waves and surges, SLR, sediment supply reduction, coastal works Morton et al, 2004 Texas (US) 64% 1.8±1.3 m/yr 48% 2.6 m/y Subsidence,storm waves and surges, SLR, sediment supply reduction, coastal works Morton et al, 2004 C. California (US) 53% 0.3±0.1 m/yr 79% 0.8±0.4 m/y El Niño, storm waves and surges, SLR, sediment supply reduction, coastal works Hapke et al, 2006 E. China 44% 420 m/y (delta) Subsidence, storms, SLR, sediment supply reduction, coastal works, sand abstraction Cai et al, 2009 Provence, France 40% 60% of erosion due to SLR Brunel and Sabatier, 2009 ΝΑΟ Storm waves and surges, SLR, sand abstraction Costas & Alejo, 2007 Storm waves and surges, SLR, Taylor et al., 2004 Storm waves and surges, SLR, sediment supply reduction, coastal works Stanica & Panin, 2009 Storm waves and surges, SLR sediment supply reduction Okude & Ademiluyi, 2006 Storm waves and surges, SLR, sediment supply and seagrass reduction, RiVAMP, 2010 Cies Ιslands (Spain) 0.1±0.03 m/yr 0.44 m/yr E. UK Romania,Black Sea 67% > 50% 5- 25 m/yr Nigeria Negril (Jamaica) 1.7 - 3.2 m/y 3 m/y > 80% Up to 1.4 m/yr Coastal erosion in Europe (km) Coastline erosion 2001 (km) Protected coastline 2001 (km) Eroded protected coastline (km) Total eroded coastline (km) Belgium 98 25 46 18 53 Cyprus 66 25 0 0 25 Denmark 4605 607 201 92 716 Estonia 2548 51 9 0 60 Finland 14018 5 7 0 12 France 8245 2055 1360 612 2803 Germany 3524 452 772 147 1077 Greece 15780 3945 579 156 4368 Italy 7468 1704 1083 438 2349 Malta 173 7 0 0 7 Poland 634 349 138 134 353 Portugal 1187 338 72 61 349 Spain 6584 757 214 147 824 Sweden 13567 327 85 80 332 UK 17381 3009 2373 677 4705 Total 100925 15111 7546 2925 19732 Coastline Country Source: Eurosion, 2004 Coastal development planning/engineering time scales must take into consideration future climate Climate Impacts Engineering Design Construction Potential length of service Development Planning Process Project Concept 0 10 Adopted Long-term Plan 20 30 40 50 Years 60 70 80 90 Adapted from Savonis (2011) 100 Long-term beach erosion Fig. 7 Beach erosion since the 1945 in Morris Island, S. Carolina, US (SEPM, 1996) Retreat Advance L’AMELIE (m/year) 10 0 (m/year) -10 -20 ROYAN -30 - 40 20 German bunkers built in 1942 on the foredune DE N O y IR ar G stu E Pointe de la Négade Pointe de Grave PK 0 St Nicolas Les Huttes Les Arros SOULAC L’AMELIE Pointe de la Négade LE GURP 3 PK 20 40 PK 40 MONTALIVET HOURTIN-PLAGE CARCANS-PLAGE 60 PK 60 LACANAU-OCEAN LE PORGE-OCEAN 80 PK 80 LE GRAND CROHOT CAP-FERRET Source J-P. Tastet ARCACHON 100 PK 100 Sémaphore Fig. 9 Nearshore bed cover and shoreline changes along Negril’s beaches (at the location of the 74 used beach profiles (RiVAMP, 2010) Fig.10 Long-term and short-term (catastrophic beach erosion, Eressos beach E. Mediterranean Fig. 11 Trends in total annual stream flow into Perth dams 1911–2008. (Steffen, 2009) Fig. 12 Coastal sediment supply in the Med has been reduced from 1012 x 106 σε 355 x106 tons/yr during the second half of the 20th century due to the presence of about 3500 dams, 84% of which have been constructed during this period (Poulos et al., 2002). Fig. 13 (a) The dam and the Eressos drainage basin/beach, (c) monthly time series (2004) of (potential) sediment load (in tons) of the Eresos basin (black) and the sub-basin of the dam (white), for steady and high intensity (simulated) rainfall for 2 soil cases (i) sand soil (K=0.03) and (ii) silt soil (K=0.52). The dam witholds 52-55% of the sediments produced in the drainage basin Fig. 14 Eressos, Lesbos, E. Med 27-2-2004. The beach, the river and the dam, which Fig. 15 Sea level rise at Pensacola (FL) 2.14 mm/yr, Grand Isle (LA)- 9.85 mm/yr, and Galveston (TX)6.5 mm/yr. These trends show the high rates of local subsidence in Louisiana and Texas relative to the more stable geology of Florida (Savonis et al., 2008) Fig. 16 Schema showing the beach response to sea level rise. For a sea level increase α, sediments from the shoreface are eroded and transported to the submarine section of the beach, resulting to a coastal retreat s. Fig. 17 Mean temperature rise 1880-2010. NASA Data (Rahmstorf, 2011). Projections for 2100: - Increase 0.5 - 4.0 oC, depending on the scenario (IPCC, 2007) Fig.?? Global sea level changes 1860-2010 (Rahmstorf, 2011). Projections for 2100: - 0.20 - 0.59 m (IPCC, 2007) - > 1 m if the melt of Ice sheets is included (Rahmstorf, 2007) above the mean sea level of 1980-1999 Fig 18. Long term climate-induced increase in sea level (accelerated sea level riseASLR) is caused by the thermal expansion of the oceans and the melting of continental ice sheets (IPCC, 2007). The relationship, however is complex, particularly at a regional level Fig. 19 (a) Linear trend of annual temperatures in °C per decade for 1979-2005. Areas in grey denote insufficient data. Data sets from Smith and Reynolds (2005). After IPCC (2007) (b) Geographic distribution of 19932003 trends in mean sea level (mm yr–1) based on TOPEX/ Poseidon satellite altimetry (after Cazenave and Nerem, 2004) Figure 3.9 Figure 5.15 Figure 3.14 Fig. 20 Annual mean trends (% per century) for 1901-2005 (Grey areas- insufficient data). Time series of annual precipitation (% of mean for 1961-1990) for the different Green bars (annual), black bars (decadal variations). After IPCC (2007). Fig. 21 (a) The decrease of Arctic sea ice: minimum extent in September 1982 and September 2007 and projections for the future late summers (2010-2030, 2040-2060 and 2070-2090) (http://maps.grida.no/go/graphic/the-decrease-of-arctic-sea-iceminimum-extent-in-1982-and-2007-and-climate-projections-norwegian). (b) Model results/observations of sea ice loss (Rahmstorf, 2011). Current trends: More energetic extreme waves Fig. 22 Increases in the annual mean, winter averages, mean of the highest annual waves and annual maxima significant wave heights at the NDBC #46005 platform (NE Pacific). The annual maximum significant wave height has increased 2.4 m! in the last 25 years. (Ruggiero et al., 2010). Fig. 23 Predictions (estimates) showing an increase in the number of large storms (hurricanes) in the US coast (from M. Beniston, 2009). Fig. 24 Observed and projected increase in hurricane intensity. If the increase is due to the relatively higher increase in the Atlantic SSTs relative to other oceans, then the intensity might relax to earlier levels as inter-ocean basin SSTs equilibrate. Conversely, if the intensity is related to absolute SSTs, then even more intense cyclones are expected (Steffen, 2009). Global temperature a result of energy balance Heat = solar radiation - back radiation Trends in GHG atmospheric concentration Fig. 26 Atmospheric CO2 concentration (in parts per million) during the last 11000 years (Rahmstorf, 2011) and the last 50 years. The concentrations of the CH4 and N2O (in ppb-parts ber billion) since 1978 are also shown (Richardson et al., 2009). Climate change: Natural causes Fig. 27. Astronomical (Milankovich) cycles that force periodic increases and decreases of incoming heat to the Earth system (Zachos and Berger, 2004). Climate change: Natural causes Fig. 28. Relationship between temperature and CO2 concentration (from ice cores in the Antarctic, Petit et al., 1999) with the astronomical cycles Climate change: Anthropogenic causes Fig. 29 Tempearture/CO2 concentration increase in the northern hemisphere in the last 1000 years. Note the large and accelerating increase since the industrial revolution (e.g. Mann and Jones, 2003; Zachos and Berger, 2004). Climate change: Natural and anthropogenic Fig. 30 Diagnosis/prognosis from climatic models (Hadley Centre for Climate Prediction, UK) which show the combined natural/anthropogenic control on temperature; only combined forcing results in aggreemnt between moels and observations ((Mann and Jones, 2003). Fig. 27 Temperature anomalies with respect to 1901-1950 for 6 oceanic regions for (a) 1906-2005 (black line) and as simulated by known forcings; and (b) as projected for 2001-2100 for the A1B scenario (orange envelope). The bars at the end of the orange envelope represent the range of Figure 11.22 projected changes for 2091-2100 for the B1 scenario (blue), the A1B scenario (orange) and the A2 scenario (red). Black line is dashed where observations are present for less than 50% of the area in the decade concerned. Fig. 28 Global mean sea level (relative to the 1980-1999 mean) in the past and future (grey FAQ 5.1, Figure 1 shading shows past uncertainty). The red line from tide gauges (red shading shows variation range). The green line shows global mean sea level observations from satellite altimetry. Blue shading represents the range of model projections for the 21st century, relative to the 19801999 mean. Emissions scenario?. More recent research (2008-2011) shows that we may have underestimated the trends by a factor of 2.5-3. Table 1. IPCC 2007 socioeconomic scenarios (IPCC 2007) Fig. 29 Scenario-dependent global warming (IPCC 2007) Fig. 30 Stabilisation levels/probability ranges for temperature increases Types of impacts as the world comes into equilibrium with greenhouse gases. •The top panel shows the range of temperatures projected at stabilisation levels 400ppm-750ppm CO2 at equilibrium. •The solid horizontal lines indicate the 5 95% range based on climate sensitivity tests from IPCC 2001 and a recent Hadley Centre ensemble study. •The vertical line indicates the mean of the 50th percentile point. •The dashed lines show the 5 - 95% range based on 11 recent studies. •The bottom panel illustrates the range of •impacts expected at different levels of warming. The relationship between global average temperature changes and regional climate changes is uncertain. (Stern Review, 2006).