Coastal Vulnerability and Resilience to Sea-Level Rise and Clim Ate Change

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Coastal Vulnerability and Resilience to Sea-Level Rise and Clim Ate Change lntegrated Coastal Zone Management Programme for Western Samoa and Fiji Islands Assessment of Coastal Vulnerability and Resilience to Sea-Level Rise and Clim ate Change Case Study: Yasawa Islands, Nqnrt Phase II: Development of Methodology March 1994 South Pacific Regional Environment Programme(SPREP) Environment Agency, Government of Japan(EAJ) Overseas Environmental Cooperation Center, Japan (OECC) SOUTH PACIFIC REGIONAL ENVIRONMENT PROGRAMME Assessment of Coastal Vulnerability and Resilience to Sea-Level Rise and Climate Change Case Study: Yasawa Islandso Fiji Phase 2: Development of Methodology Nunn, P.D. Ravuvu, A.D. Task Team Leader Director Geography Department Institute of Pacific Studies The University of the South Pacific Suva, Fiji Aalbersberg, W. Mimura, N. Chemistry Departrnent Lead Author, IPCC WGII The University of the South Pacific Department of Urban and Suva, Fiji Civil Eng. Ibaraki University Japan Yamada, K OECC Japan Funded by Environmental Agency, Government of Japan March 1994 TEAIVT IVIEMBm$ AI{D TECHMCAL ADVISORS' : DT. PATRICK D. NUNN DT, ASE$ELA D,, RAVLMJ Dtr. WILtIAM AALBERSBERC Dr. NOBUO MIMURA MT. KAZUHITO YAMADA Dr. JOIIN E. HAY Dr. CHAI-APAN I(ALUWIN Nft. MIffIJHIRO YA}TAIT{OTQ Foreword Small islands in South Pacific region are giving special attention and challenges to environmental planning and sustainable development. Small islands have numerous environmental problems including the various pressures like economics and population concentrated on the coastal zone or in limited land area. In addition, extreme climate events, for example, high tides, typhoons, cyclones and storm surges threatens island existence. The islands are ecologically and economically fragile and vulnerable to the effects of climate change and have identified as the prioriry action area for developing adaptive rcsponse strategies for future sea level rise. The object of this study is to contribute to the integrated coastal zone management at national (FUi), regional (South Pacific) and international levels. The study consists two phase projects to achieve this object. This is the Phase 2 report which refers to the supplemental investigation for Phase I and the further development of the methodology for assessing the impacts of predicted sea-level rise which was lested initially in Phase l. This study was sponsored by the Environment Agency of the Japanese Government and was carried out by the Overseas Environmental Cooperation Center (OECC) in collaboration with South Pacific Regional Environment Programme (SPREP). We are very grateful to the Government of Fiji providing this study with useful data and information. Dr. Michio Hashimoto President, Overseas Environmental Cooperation Crnter, Japan (OECC) Dr. Vili Fuavao Director, South Pacific Regional Environment Programme (SPREP) Contents Acknowledgements... ................... I Chapter I Executive summary .....2 Chapter 2. Background and aims ..... ...........6 2.1. Introduction..... ......6 2.2. Establishmentofabaselineforcoastalchange ......6 2.3. Methodological development. ..........7 2.4. Study sites in the Yasawas.. ........8 2.5. National vulnerability profile ......8 2.6. lntegratedcoastal-zonemanagementplan.... .....8 Chapter 3. Establishment of a baseline for coastal change...........................10 3.1 . Tectonic changes in Fiji ....10 3 .2. Sealevel changes in Fiji and the Pacific . .14 3.3. Historical studies on coastal change .......14 3.4. A baseline for future coastal changes in Fiji ........19 3.4.1. Futureratesofsea-levelchange .........19 3.4.2. Effectsoffuturesea-levelchanges .....-..20 Chapter 4. Development of the methodology ..... ...--.---...--22 4.1. History of methodological development............. .....-.-....-22 4.2. The revised methodology . .. .........23 4.3. Scoring of subsystems ... .......-.25 4.3.1. Natural subsystem - physical ..........-..25 4.3.2. Natural subsystem - biological............. .....---...'....26 4.3.3. Human subsystem - population............ ..-..-.-.....-.-27 4.3.4. Infrastructural subsystem - individual ..... ......27 4.3.5. Infrastructural subsystem - communal... .-......28 4.3.6. Infrastrructural subsystem - national .........-29 4.3.7 . Institutional subsystem - settlement .. ..... .. .... ....... .. .30 4.3.8. Institutional subsystem - national... .......31 4.3.9. Economic subsystem - cash.. ......32 4.3.10. Economic subsvstem - subsistence........... .............32 4.3.11. Cultural subsystem - communal ...........34 4.3.12. Cultural subsvstem - national .. .. .. .. .34 4.4. Remaining methodological difficulties .. ....,....35 4.5. Future methodological developments.......... ...................37 Chapter 5. Case studies...... ..........38 5.1. Selectionof study sites... ......38 5.2. Summary of boundary conditions ...... .....41 5.3. Nacula study site. ..............4 5.3.1. Inuoduction .........M 5.3.2. Physical elements.. .............46 5.3.3. Biological elements............ ................47 5.3.4. Human elements... ..-.......49 5.3.5. Infrastructural elements ...........49 5.3.6. Institutional elements.. .........50 5.3.7. Economic elements. ........50 5.3.8. Cultural elements .........52 5.3.9. Response options.... ............52 5.4. Viwa study site... .........55 5.4.1. Intrroduction ...........55 5.4.2. Physical elements.. .............60 5.4.3. Biological eIements............ ................61 5.4.4. Human elements... ..........62 5.4.5. Infrastuctural elements. .....62 5.4.6. Institutional elements.. .........62 5.4.7. Economic elements... ......63 5.4.8. Cultural elements ..........64 5.4.9. Response options.... ...........64 Chapter 6. Impact Assessment of Sea lrvel Rise on Port Facilities in Fiji . .. .67 6.1. Impact of sea-level rise on Suva Harbour, Fiji........... ......67 6.1.1. Introduction .............67 6.1.2. Bathymetricconditions..... .......68 6. I .3. Existing facilities .... .68 6.1.4. Impact of sea-level rise on port facilities and protection facilities......68 6.1 .5. Wave studv...... ..........68 6.1.6. Study on revetment crown height ............79 6.1.7. Study on revetment stability........... .....87 6.1.8. Otherpointstobenoted ...........90 6.2. Impact of sea-level rise on Lautoka Harbour, Flji .. .........93 6.2.1. Introduction........... ...............93 6.2.2. Bathymetric conditions .....93 6.2.3. Existing facilities .... ...93 6.2.4. Wave study...... ..................93 6.2.5. Study on revetment crown height .....1O2 6.2.6. Armour weight of stone masonry revetment ........ 102 6.2.7. Otherpoints to be noted .......... 104 6.2.8. Countermeasures in maintenan@..... ... 104 Chapter 7. Towards an integrated coastal-zone management plan for Fiji....... 105 7 .l. Introduction......... .............. 105 7.2. Thephysicalfabricanditschangeability..... ...........105 7.3. Threats to agriculture and possible response options.. ......... 106 7 .4. Human occupation of the coast and possible response options . ............ 107 7.5. Nationwide vulnerability analysis (VA).. ..... 108 ChapterS. Directions for future work........ ........115 List of figures Figure 3.1. Major plate boundaries in the Fiji region (after Nunn, l99lb). The main island(s) of Fiji is on a small plate (the Fiji Plate), the tectonic history of which has been determined largely by the oblique convergence of the Indo-Australian and Pacific Plates. Sea-floor spreading cenfes (divergent plate boundaries) are shown in the North Fiji Basin and Lau Basin, subduction is (or has been recently) occurring along convergent plate boundaries in the Tonga Trench, South Vanuatu Trench and Kadavu Trench. The Fiji Fracture Zone is a transverse plate boundary. Line shading defines that area less than 2 km de9q, dot shading indicates uueas more than 6 km deep. The 4 km isobath is also shown. Figure 3.2. Tectonic environments of Fiji, slightly revised from Nunn et al. (1993) The tectonic character of each division is described separately in the text. Figure 3.3. The timescales of sea-level change in Fiji over the past few thousand years A. The first-order trend is that which follows global temperature changes and associated land-ice melting and formation. Sea level rose to a maximum in Fiii just after the warmest time during the Holocene (last 10,000 years), pierhaps as late as 2000 years ag"o (after Nunn, 1990a). B. The second-order trend is one which probably occurs in response largely to thermal expansion of ocean-surface water resultingfrom comparatively minor temperature changes. The difference between the higher sea levels of the Little Climatic Optimum and the lower sea levels of the Little Ice Age are clear here. This curve is based largely on dates from Samoa and New 7*aland (after Nunn, 1994). C. The third-order trend (with the second-order trend shown as a broken line) as monitored at the Honolulu tide gauge in Hawaii (after Nunn, 1992). Figure 3.4. Changes in the form of Makaluva island, a sand cay on the barrier reef off the Suva Peninsula, between 1954-1989 as determined from comparison of aerial photographs (after Watling and Chape, lgg2) Figure 3.5. Scenarios for future sea-level and temperature rise in Fiji derived from measurements of these variables in the recent past and an analogy between this period and that of the Little Climatic Optimum Figure 5.1. Locations of study sites for Phase I and Phase 2 along with comparable sites mentioned in the text Figure 5.2. The Yasawa group of islands showing their position relative to Viti Levu (after Nunn and Naqasima,l993). Only the 150 m isobath marking the
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