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1 | (10) |
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8 | (3) |
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2 Flood Impact on Buildings |
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11 | (14) |
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11 | (1) |
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11 | (10) |
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2.2.1 Analysis of Stormwater Effects |
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11 | (5) |
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2.2.2 Buoyancy and Hydrodynamic Force |
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16 | (2) |
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2.2.3 Empirical Criterion of Clausen and Clark (1990) for Masonry Buildings |
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18 | (1) |
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2.2.4 Smith' Empirical Criterion (1991) |
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19 | (2) |
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2.3 Comparison Between Different Criteria |
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21 | (4) |
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24 | (1) |
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3 Flood Impact on Human Beings Stability |
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25 | (20) |
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25 | (1) |
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3.2 Models of Human Beings Stability |
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25 | (20) |
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3.2.1 Empirical USBR Approaches |
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26 | (1) |
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3.2.2 Semi-empirical Approach |
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26 | (4) |
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3.2.3 Laboratory Tests at Helsinki University of Technology |
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30 | (1) |
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3.2.4 Comparison of Results and Envelope Threshold |
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31 | (4) |
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3.2.5 Conceptual Physically-Based Approaches |
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35 | (7) |
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42 | (3) |
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4 Flood Impact on Mobilizable Objects |
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45 | (4) |
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48 | (1) |
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5 Global Criteria for Impact Estimation |
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49 | (8) |
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49 | (1) |
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5.2 New South Wales (Australia) Criteria |
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49 | (1) |
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49 | (1) |
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5.4 CEDEX (Spain) Criteria |
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50 | (1) |
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5.5 Indications of Po River Catchment Authority (Italy) |
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51 | (1) |
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52 | (2) |
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5.7 Comparison of Different Approaches |
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54 | (3) |
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56 | (1) |
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6 Hydrodynamic Criteria for Impact Evaluation |
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57 | (12) |
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57 | (1) |
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6.2 Hydrodynamic Thresholds |
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57 | (3) |
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6.3 Implementation of Hydrodynamic Thresholds |
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60 | (9) |
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60 | (1) |
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6.3.2 Implementation Methods |
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61 | (1) |
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6.3.3 Hydrodynamic Threshold Water Depth-Slope |
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62 | (2) |
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6.3.4 Use of Hydrodynamic Thresholds on the Basis of the Tolerance of the Results of Hydraulic Studies |
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64 | (4) |
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68 | (1) |
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69 | (40) |
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70 | (6) |
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7.1.1 Alternative Ways of Protecting Urbanized Lands from Floods |
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71 | (1) |
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7.1.2 Flood Proofing Role |
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72 | (2) |
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7.1.3 Flood Proofing Options and Disciplinary Relations |
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74 | (2) |
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7.2 First Level Classification (Strategic Planning) |
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76 | (18) |
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7.2.1 Permanent Techniques |
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77 | (14) |
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7.2.2 Temporary Techniques |
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91 | (2) |
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7.2.3 Small Permanent Techniques |
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93 | (1) |
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7.3 Design and Assessment Principles: Introduction |
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94 | (5) |
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7.4 Temporary Flood Proofing as an Emerging Strategy for Adaptation and Regional Resilience |
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99 | (4) |
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7.4.1 Defending the Value of Property Investment |
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102 | (1) |
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7.5 Insurance Discount, Premium Reduction and Tax Handle |
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103 | (6) |
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106 | (3) |
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8 Temporary Flood Proofing Techniques Planning |
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109 | (32) |
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8.1 Approach to Arrangement and Activation |
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109 | (2) |
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8.2 Decision Factors: The SENSO Model |
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111 | (2) |
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8.3 Temporary Flood Proofing Response Planning |
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113 | (2) |
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115 | (9) |
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115 | (3) |
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8.4.2 Water Reaction Assessment and Connected New Flood Prone Areas |
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118 | (2) |
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120 | (4) |
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8.4.4 Comprehensive Logical Scheme for the Use of Temporary Flood Proofing |
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124 | (1) |
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8.5 A Notable Requirement Case: Pisa (Italy)---Or Where, Probably, the Modern Temporary Flood Proofing Was Started |
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124 | (7) |
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8.6 Effectiveness Analysis: A Path Towards Better Design Procedures |
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131 | (10) |
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140 | (1) |
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9 Temporary Flood Proofing Devices Analysis |
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141 | (84) |
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141 | (2) |
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9.2 Description of Temporary Flood Proofing Proposed Classes |
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143 | (79) |
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9.2.1 C.R.1 (Floodwalls Removable Group 1): Stacking of Individual Base Units Filled with Solid Materials Acting by Gravity |
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143 | (13) |
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9.2.2 C.R.2 (Floodwalls Removable Group 2): Supportive/Juxtaposed Use of Fluid Containers |
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156 | (11) |
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9.2.3 C.R.3 (Floodwalls Removable Group 3): Self-Deploying or Self-Supporting Mobile Barriers |
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167 | (8) |
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9.2.4 C.R.4 (Floodwalls Removable Group 2): Emergency Dikes and/or Berms of Loose/Free Solid Material |
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175 | (6) |
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9.2.5 C.P.1 (Floodwalls Pre-arranged/Pre-located Group 1): Temporary Barriers/Shields with Especially Crafted Anchoring (Temporary Waterwalls) |
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181 | (8) |
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9.2.6 C.D.1 (Floodwalls Demountable Group 1): Fixed Retractable Barriers |
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189 | (7) |
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9.2.7 D.R.1 (Dry Flood Proofing Removable Group 1): Full Dry Flood Proofing of Buildings |
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196 | (6) |
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9.2.8 D.P.1 (Dry Flood Proofing Pre-arranged/Pre-located Group 1): Selective Dry Flood Proofing with Customised Watertight Protection |
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202 | (7) |
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9.2.9 D.D.1 (Dry Flood Proofing Demountable Group 1): Selective Dry Flood Proofing with Demountable Watertight Protections |
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209 | (3) |
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9.2.10 D.R.2 (Dry Flood Proofing Removable Group 2): Complementary Dry Flood Proofing of Buildings by Means of Removable Universal Apparatus |
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212 | (6) |
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9.2.11 C/D.1 (Floodwalls and Dry Flood Proofing Temporary Complements Group 1): Mixed Solutions and Special Cases |
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218 | (1) |
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9.2.12 E.R.1 (Wet Flood Proofing Temporary Complements Group 1): Hydro-repellent Sacs or Similar Protections Systems for Indoor Movable Goods |
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219 | (2) |
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9.2.13 G.R.1 (Ground Lowering/Levelling of Free Land Temporary Complements Group 1): Water Diversion Temporary Activated Pipes or Bridges |
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221 | (1) |
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9.3 Emergency Flood Proofing Techniques as `Transitional Solutions' to Support Adaptation Policies Towards Urban Redevelopment and Building Restoration |
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222 | (3) |
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223 | (1) |
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224 | (1) |
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10 Tests, Guidelines and Norms |
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225 | (41) |
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225 | (1) |
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10.2 Single Building Defence (Inner Line of Defence) |
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225 | (15) |
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225 | (4) |
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10.2.2 Australian Guidelines |
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229 | (5) |
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10.2.3 European Guidelines |
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234 | (6) |
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240 | (19) |
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10.3.1 FM Approval Standard |
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240 | (3) |
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10.3.2 SMARTeST Project, Flood Resilience Technologies |
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243 | (9) |
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10.3.3 Performance Evaluation About Protection Devices According to CSTB |
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252 | (5) |
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10.3.4 DEFRA/Environment Agency |
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257 | (2) |
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10.3.5 Temporary Defences According to VKF |
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259 | (1) |
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259 | (7) |
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10.4.1 Emergency Preparedness Canada |
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259 | (3) |
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10.4.2 APFM Global Programme |
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262 | (1) |
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10.4.3 ASTM International |
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263 | (1) |
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10.4.4 Guidelines for Tokyo Underground Structures |
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263 | (3) |
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266 | (1) |
World Wide Web |
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266 | (1) |
Other References |
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267 | |