Contributors |
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xv | |
Acknowledgments |
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xxi | |
Preface |
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xxiii | |
Introduction: Lessons from the Last 10 Years of Coastal Disasters |
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xxv | |
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PART I Analysis of Recent Disasters |
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1 | (144) |
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1 2004 Indian Ocean Tsunami |
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3 | (18) |
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3 | (2) |
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2 Methodology and Description of Basic Tsunami Parameters |
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5 | (1) |
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6 | (5) |
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4 Surveys in Banda Aceh, Indonesia |
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11 | (4) |
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15 | (2) |
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6 Summary and Conclusions |
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17 | (4) |
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18 | (3) |
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2 2005 Storm Surge by Hurricane Katrina |
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21 | (14) |
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21 | (2) |
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2 Survey Results of JSCE Team |
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23 | (10) |
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3 Discussion and Conclusions |
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33 | (2) |
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34 | (1) |
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3 Observations and Numerical Simulation of Storm Surge due to Cyclone Sidr 2007 in Bangladesh |
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35 | (20) |
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35 | (2) |
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2 Case Study: Cyclone Sidr |
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37 | (5) |
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42 | (3) |
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45 | (3) |
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5 Current State of Disaster Management Preparedness |
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48 | (2) |
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6 Challenges in Disaster Mitigation |
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50 | (1) |
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51 | (4) |
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52 | (3) |
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4 Storm Surge Due to 2008 Cyclone Nargis in Myanmar and Post-cyclone Preparedness Activities |
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55 | (20) |
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55 | (1) |
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2 Cyclone Nargis and Field Surveys |
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56 | (4) |
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60 | (1) |
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61 | (9) |
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5 Post Nargis Disaster Management Preparedness in Myanmar |
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70 | (3) |
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73 | (2) |
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74 | (1) |
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5 Tsunami Disasters in Remote Islands: 2009 Samoan and 2010 Mentawai Islands Tsunamis |
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75 | (18) |
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75 | (1) |
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2 Field Survey of the 2009 Samoan Islands Tsunami |
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76 | (5) |
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3 Field Survey of the 2010 Mentawai Islands Tsunami |
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81 | (4) |
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85 | (4) |
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89 | (4) |
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90 | (1) |
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90 | (3) |
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6 Tsunami Resonance in the Bay of Concepcion (Chile) and the Effect of Future Events |
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93 | (22) |
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93 | (2) |
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95 | (2) |
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97 | (2) |
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4 Natural Oscillation Modes |
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99 | (2) |
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5 Numerical Simulation of Past Tsunamis |
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101 | (6) |
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6 Effect of Possible Future Tsunamis |
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107 | (3) |
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110 | (5) |
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111 | (1) |
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111 | (4) |
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7 Storm Surge in New York City Caused by Hurricane Sandy in 2012 |
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115 | (18) |
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115 | (1) |
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116 | (2) |
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3 Storm Surge Field Survey in New York City |
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118 | (7) |
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4 Infrastructure Damage in New York City |
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125 | (2) |
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5 New York City Response to Hurricane Sandy |
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127 | (2) |
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129 | (4) |
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130 | (1) |
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130 | (3) |
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8 Storm Surge Due to 2013 Typhoon Yolanda (Haiyan) in Leyte Gulf, the Philippines |
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133 | (12) |
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133 | (2) |
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2 Historical Tropical Cyclones and Typhoon Yolanda |
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135 | (1) |
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3 Observation of Storm Surge Through Field Survey |
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136 | (3) |
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139 | (1) |
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140 | (3) |
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143 | (2) |
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143 | (1) |
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144 | (1) |
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PART II Assessments of Vulnerability |
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145 | (146) |
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9 Building Damage Assessment and Implications for Future Tsunami Fragility Estimations |
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147 | (32) |
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147 | (2) |
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2 Cause of Building Damage |
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149 | (8) |
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3 Structural Fragility Assessment Methods |
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157 | (2) |
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4 Tsunami Fragility Functions |
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159 | (8) |
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5 Future Improvements and Applications |
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167 | (7) |
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174 | (5) |
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175 | (1) |
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175 | (4) |
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10 Tsunami Fatality Rate and Evacuation Behavior During the 2011 Tohoku Tsunami |
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179 | (26) |
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179 | (2) |
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2 Mitigation Investigation After the 2011 Tohoku Tsunami |
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181 | (4) |
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3 Evacuation Behaviors During the 2011 Tohoku Tsunami |
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185 | (15) |
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200 | (1) |
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201 | (4) |
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202 | (3) |
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11 The Emergence of Global Tsunami Awareness: Analysis of Disaster Preparedness in Chile, Indonesia, Japan, and Vietnam |
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205 | (30) |
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205 | (3) |
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208 | (4) |
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3 Mentawai Islands, Indonesia |
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212 | (2) |
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214 | (4) |
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5 Central Vietnam: Emergence of Awareness in Countries Not Recently Affected By Tsunamis |
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218 | (6) |
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6 Emergence of Global Tsunami Awareness |
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224 | (5) |
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229 | (6) |
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231 | (1) |
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231 | (4) |
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12 Coastal Disasters in Vietnam |
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235 | (22) |
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235 | (1) |
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2 Overview of Coastal Disasters and Climate Change in Vietnam |
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236 | (4) |
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240 | (3) |
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243 | (1) |
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243 | (2) |
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245 | (3) |
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7 Floods and Sea-Level Rise in the Mekong Delta |
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248 | (4) |
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252 | (5) |
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253 | (1) |
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253 | (4) |
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13 Estimation of the Current Risk to Human Damage Life Posed by Future Tsunamis in Japan |
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257 | (20) |
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257 | (2) |
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2 Influence of Tsunami Height and Arrival Time on Loss of Life |
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259 | (6) |
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3 Analysis of Prioritization of Tsunami Counter-measures in the South Kanto Region (Including Tokyo Bay) |
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265 | (6) |
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4 Discussion of Possible Counter-Measures |
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271 | (2) |
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273 | (4) |
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274 | (3) |
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14 A Study on the Probability of Tsunami Attacks in the Persian Gulf and Gulf of Oman |
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277 | (14) |
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277 | (1) |
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2 Tsunamis in the Persian Gulf |
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278 | (4) |
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3 Tsunamis in Gulf of Oman |
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282 | (6) |
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288 | (3) |
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289 | (2) |
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PART III Mitigation Measures (Structural Measures) |
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291 | (218) |
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15 Stability of Breakwaters Against Tsunami Attack |
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293 | (32) |
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293 | (2) |
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2 Breakwater Failures During Past Tsunami Events |
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295 | (8) |
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3 Bearing Capacity Failure |
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303 | (8) |
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4 Design of Armor Units Against Tsunami Attack |
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311 | (4) |
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5 Design of Armor Units Against Tsunami Events |
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315 | (2) |
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317 | (1) |
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318 | (3) |
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321 | (4) |
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321 | (1) |
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322 | (3) |
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16 Stability and Disaster Mitigation Effect of Wave-Dissipating Concrete Blocks of Detached Breakwaters Against Tsunami Waves |
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325 | (24) |
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325 | (2) |
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327 | (6) |
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3 Test Results and Discussions |
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333 | (13) |
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346 | (3) |
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347 | (2) |
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17 Destruction of Coastal Structures after the 2011 Great East Japan Earthquake and Tsunami |
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349 | (14) |
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|
349 | (2) |
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2 Post Tsunami Field Surveys |
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351 | (9) |
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3 Recommendation to Improve the Resilience of Structures to Future Tsunamis |
|
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360 | (1) |
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361 | (2) |
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361 | (1) |
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362 | (1) |
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18 Breakwater Damage and the Effect of Breakwaters on Mitigation of Inundation Extent During Tsunamis: Case Study of The 2011 Great East Japan Earthquake and Tsunami |
|
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363 | (22) |
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|
364 | (1) |
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2 Analysis of Breakwater Failures due to the 2011 Tsunami |
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|
365 | (3) |
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3 Effectiveness of Conventional Breakwaters in Reducing Tsunami Inundation |
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368 | (13) |
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381 | (4) |
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382 | (1) |
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382 | (3) |
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19 Mechanisms of Damage to Coastal Structures due to the 2011 Great East Japan Tsunami |
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385 | (32) |
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1 Kamaishi Bay-Mouth Breakwater |
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385 | (10) |
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395 | (8) |
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3 Concrete Road Bridge in Noda-Mura |
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403 | (7) |
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410 | (2) |
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412 | (5) |
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413 | (1) |
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414 | (3) |
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20 Post-Tsunami Engineering Forensics: Tsunami Impact on Infrastructure---Lessons from 2004 Indian Ocean, 2010 Chile, and 2011 Tohoku Japan Tsunami Field Surveys |
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417 | (20) |
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|
418 | (1) |
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2 Basic Tsunami Transformation and Tsunami-Induced Force Characteristics |
|
|
419 | (2) |
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3 Tsunami Forensic Field Investigations |
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421 | (7) |
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4 Tsunami Forensic Field Investigations: Lessons Learned |
|
|
428 | (3) |
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5 Tsunami Design Guidelines for Structures: A Brief Review |
|
|
431 | (2) |
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433 | (4) |
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433 | (1) |
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434 | (3) |
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21 The ASCE 7 Tsunami Loads and Effects Design Standard for the United States |
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437 | (24) |
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437 | (2) |
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|
439 | (1) |
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|
440 | (2) |
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4 Tsunami Risk Categories |
|
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442 | (1) |
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5 Analysis of Design Inundation Depth and Velocity |
|
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443 | (2) |
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6 Inundation Depths and Flow Velocities Based on Run-Up |
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445 | (1) |
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7 Inundation Depth and Flow Velocities Based on Site-Specific PTHA |
|
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445 | (3) |
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8 Structural Design Procedure for Tsunami Effects |
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448 | (3) |
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|
451 | (1) |
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|
452 | (1) |
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453 | (2) |
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455 | (2) |
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13 Structural Countermeasures for Tsunami Loading |
|
|
457 | (1) |
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14 Tsunami Vertical Evacuation Refuge Structures |
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457 | (1) |
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15 Designated Nonstructural Components and Systems |
|
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457 | (1) |
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16 Non-Building Structures |
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458 | (1) |
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458 | (3) |
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|
459 | (2) |
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22 The New ASCE Tsunami Design Standard Applied to Mitigate Tohoku Tsunami Building Structural Failure Mechanisms |
|
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461 | (30) |
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|
461 | (3) |
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2 Proposed ASCE 7 Tsunami Loads and Effects Design Provisions |
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464 | (3) |
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3 Comparison of Tsunami Loads with Seismic Loads on Generic Structures |
|
|
467 | (3) |
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4 Comparison of Observed Performance of Structures During the Tohoku Tsunami Compared to Design Performance Calculated Using the ASCE 7 Standard |
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470 | (16) |
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486 | (5) |
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489 | (1) |
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|
489 | (2) |
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23 Disturbance of Port Operations Due to Long-Period Waves and Countermeasures Using Submerged Mound Structures |
|
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491 | (18) |
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|
491 | (3) |
|
2 Wave Absorbing Properties |
|
|
494 | (5) |
|
3 Stability Against Wave Overtopping |
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|
499 | (6) |
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|
505 | (2) |
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|
507 | (2) |
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|
507 | (2) |
|
PART IV Mitigation Measures (Soft Measures) |
|
|
509 | (70) |
|
24 Wave Reduction in Mangrove Forests: General Information and Case Study in Thailand |
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|
511 | (26) |
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|
511 | (1) |
|
2 Basic Knowledge of Mangrove Forests |
|
|
512 | (1) |
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3 Mechanism of Wave Reduction in Mangrove Forests |
|
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513 | (4) |
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4 Research on the Reduction of Wave Energy in Mangrove Forests |
|
|
517 | (2) |
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5 Wave Reduction Potential of Mangrove Forests |
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519 | (2) |
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6 Factors Affecting Wave Reduction in Mangrove Forests |
|
|
521 | (4) |
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7 Deterioration and Efforts Regarding Mangrove Restoration in Thailand |
|
|
525 | (7) |
|
8 Recommendation for Further Research into the Wave Reduction Potential of Mangrove Forests |
|
|
532 | (1) |
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533 | (4) |
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|
533 | (4) |
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25 Cost-Efficient Design of Multilayer Safety Systems Against Large-Scale Coastal Disasters |
|
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537 | (24) |
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|
537 | (2) |
|
|
539 | (3) |
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3 Multi-Layer Safety in a Cost-Benefit Perspective |
|
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542 | (5) |
|
|
547 | (1) |
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5 Investment Cost Functions |
|
|
548 | (2) |
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6 Frequency of Tsunami Water Levels |
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|
550 | (4) |
|
|
554 | (1) |
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8 Optimal Multi-Layer Safety Design |
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555 | (2) |
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557 | (1) |
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558 | (3) |
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|
558 | (3) |
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26 Coastal Erosion and Demonstration Project as Coastal Adaptation Measures in Mauritius |
|
|
561 | (18) |
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|
561 | (3) |
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2 Coastal Issues in Mauritius |
|
|
564 | (6) |
|
3 Demonstration Project: Gravel Beach |
|
|
570 | (4) |
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4 Public Participation in Beach Control and Maintenance |
|
|
574 | (2) |
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|
576 | (3) |
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|
577 | (2) |
|
PART V Post-Disaster Reconstruction |
|
|
579 | (54) |
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27 Reconstruction from the Indian Ocean Tsunami Disaster: Case Study of Indonesia and Sri Lanka and the Philosophy of "Build Back Better" |
|
|
581 | (18) |
|
|
581 | (1) |
|
2 Summary of the Indian Ocean Tsunami Disaster---Indonesia and Sri Lanka |
|
|
582 | (3) |
|
3 "Build Back Better" Concept in Tsunami Reconstruction |
|
|
585 | (2) |
|
|
587 | (4) |
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|
591 | (3) |
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6 Organizational Arrangement for Reconstruction and Disaster Risk Reduction After the Disaster |
|
|
594 | (1) |
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|
595 | (4) |
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|
596 | (3) |
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28 Tsunami Signs, Memorials and Evacuation Drills in Miyagi Prefecture After the 2011 Tohoku Earthquake Tsunami |
|
|
599 | (16) |
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|
599 | (1) |
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|
600 | (2) |
|
3 The 2011 Tsunami Memorials |
|
|
602 | (7) |
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|
609 | (4) |
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|
613 | (2) |
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|
613 | (1) |
|
|
614 | (1) |
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29 Reconstruction Following the 2011 Tohoku Earthquake Tsunami: Case Study of Otsuchi Town in Iwate Prefecture, Japan |
|
|
615 | (18) |
|
|
615 | (3) |
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2 Otsuchi Town Before and Right After the Tohoku-Oki Earthquake and Tsunami |
|
|
618 | (3) |
|
3 Reconstruction and Recovery Plans in Iwate Prefecture |
|
|
621 | (7) |
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628 | (1) |
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|
629 | (4) |
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|
630 | (1) |
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|
630 | (3) |
|
PART VI Climate Change Influence on Coastal Disasters |
|
|
633 | (116) |
|
30 Stochastic Design of Caisson Breakwaters: Lessons from Past Failures and Coping with Climate Change |
|
|
635 | (40) |
|
|
635 | (3) |
|
|
638 | (12) |
|
3 Application to Actual Breakwaters |
|
|
650 | (8) |
|
4 Stability of Breakwaters Under Climate Change |
|
|
658 | (4) |
|
5 Failure Estimation Tables for Practicing Engineers |
|
|
662 | (1) |
|
|
663 | (12) |
|
Appendix A Fourth-Order Approximation of Standing Waves |
|
|
663 | (2) |
|
Appendix B Expected Sliding Distance (ESD) and Expected Frequency Exceeding of a Critical Load (EFEC) for a Total of 360 Caisson Dimensions |
|
|
665 | (6) |
|
|
671 | (1) |
|
|
671 | (4) |
|
31 Stability of Shallow Rubble Mound Breakwaters under Climate Change Induced Sea Level Rise |
|
|
675 | (22) |
|
|
675 | (3) |
|
2 Breakwaters in the World |
|
|
678 | (2) |
|
|
680 | (5) |
|
|
685 | (4) |
|
|
689 | (2) |
|
|
691 | (3) |
|
|
694 | (3) |
|
|
695 | (1) |
|
|
695 | (2) |
|
32 Considering Sea Level Change When Designing Marine Civil Works: Recommendations for Best Practices |
|
|
697 | (26) |
|
|
697 | (2) |
|
|
699 | (10) |
|
3 Toward a New Process for the Resilient Design |
|
|
709 | (8) |
|
|
717 | (6) |
|
|
718 | (1) |
|
|
718 | (5) |
|
33 Adaptation to Sea Level Rise in Tokyo Bay: Opportunities for a Storm Surge Barrier? |
|
|
723 | (26) |
|
|
723 | (2) |
|
|
725 | (6) |
|
3 Storm Surge Model Results |
|
|
731 | (2) |
|
4 Economic Damage of Flooding |
|
|
733 | (4) |
|
5 Adaptation Options and Costs |
|
|
737 | (7) |
|
|
744 | (5) |
|
|
745 | (4) |
Index |
|
749 | |