ASCE ClimateResilientInfrastructure AdaptiveDesignAndRiskManagement 2018
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ASCE Climate-Resilient Infrastructure – Adaptive Design and Risk Management
Published By | Publication Date | Number of Pages |
ASCE | 2018 | 311 |
Prepared by the Committee on Adaptation to a Changing Climate of ASCE Civil infrastructure systems traditionally have been designed for appropriate functionality, durability, and safety for climate and weather extremes during their full-service lives; however, climate scientists inform us that the extremes of climate and weather have altered from historical values in ways difficult to predict or project. Climate-Resilient Infrastructure: Adaptive Design and Risk Management, MOP 140, provides guidance for and contributes to the developing or enhancing of methods for infrastructure analysis and design in a world in which risk profiles are changing and can be projected with varying degrees of uncertainty requiring a new design philosophy to meet this challenge. The underlying approaches in this manual of practice (MOP) are based on probabilistic methods for quantitative risk analysis, and the design framework provided focuses on identifying and analyzing low-regret, adaptive strategies to make a project more resilient. Beginning with an overview of the driving forces and hazards associated with a changing climate, subsequent chapters in MOP 140 provide observational methods, illustrative examples, and case studies; estimation of extreme events particularly related to precipitation with guidance on monitoring and measuring methods; flood design criteria and the development of project design flood elevations; computational methods of determining flood loads; adaptive design and adaptive risk management in the context of life-cycle engineering and economics; and climate resilience technologies. MOP 140 will be of interest to engineers, researchers, planners, and other stakeholders charged with adaptive design decisions to achieve infrastructure resilience targets while minimizing life-cycle costs in a changing climate.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Mop_140_online.pdf |
4 | MANUALS AND REPORTS ON ENGINEERING PRACTICE |
6 | CONTENTS |
10 | PREFACE |
12 | ACKNOWLEDGMENTS Development Team |
14 | ACRONYMS |
18 | 1. INTRODUCTION 1.1 Problem Definition, Needs, and Significance of Impact |
19 | 1.2 Objective and Scope |
21 | 1.3 Why Standards Matter |
22 | 1.4 Structure of Manual of Practice |
23 | 1.5 Topics Warranting Additional Analysis |
25 | 1.6 Uses and Users 1.7 References |
28 | 2. A CHANGING CLIMATE: PROBLEM DEFINITION 2.1 Significance of Changes in Weather and Climate |
29 | 2.2 Consensus on Observed Changes in Historical Climate |
35 | 2.3 Understanding Drivers of Climate Change |
37 | 2.4 Projected Changes in Future Climate |
42 | 2.5 Implications for Infrastructure and System Performance |
61 | 2.6 References |
68 | 3. OBSERVATIONAL METHOD 3.1 Background |
70 | 3.2 Modifying the Observational Method to Meet Design Needs for a Changing Climate |
72 | 3.3 Observational Method in Practice |
81 | 3.4 Looking Beyond the Observational Method 3.5 References |
84 | 4. CHARACTERIZATION OF EXTREMES AND MONITORING 4.1 Introduction |
85 | 4.2 Extreme Precipitation |
94 | 4.3 Precipitation and Flooding |
123 | 4.4 Flooding |
129 | 4.5 Multihazard Scenarios |
135 | 4.6 Hazard Monitoring Versus Risk Monitoring 4.7 Positioning Risk in the Context of Hydroclimatic Non-stationarity |
141 | 4.8 References |
150 | 5. FLOOD DESIGN CRITERIA 5.1 Coastal Flooding Components |
154 | 5.2 Design Flood Elevation Standards |
156 | 5.3 Climate Change–Informed Design Flood Elevation |
164 | 5.4 References |
166 | 6. FLOOD LOADS 6.1 Introduction |
167 | 6.2 Design Flood Loads |
180 | 6.3 Load Combinations |
183 | 6.4 Deflection Criteria for Flood Loads |
185 | 6.5 Leakage and Seepage |
187 | 6.6 References |
190 | 7. ADAPTIVE DESIGN AND RISK MANAGEMENT 7.1 Uncertainty and Risk |
191 | 7.2 Design Philosophies |
193 | 7.3 Climate-Resilient Infrastructure |
199 | 7.4 Adaptive Design in the Context of Hazard and Fragility Curves |
202 | 7.5 A Methodology for Adaptive Risk Management |
208 | 7.6 Target Risk Levels and Risk Rating System |
214 | 7.7 Life-Cycle Cost Analysis |
220 | 7.8 Real Options for Risk Management |
221 | 7.9 Coastal Adaptive Design and Adaptation |
239 | 7.10 References |
244 | 8. DATA AND INFORMATION SOURCES |
245 | 8.1 US Federal Data and Information Sources |
249 | 8.2 Understanding Climate Model Output and its Utility |
250 | 8.3 References |
252 | APPENDIXES APPENDIX A. TERMINOLOGY |
255 | Reference |
256 | APPENDIX B. ASCE STANDARDS AND CLIMATE CHANGE B.1 Overview |
259 | B.2 Sensitivity of ASCE Standards to Changes in Extremes |
262 | APPENDIX C. METHODOLOGY FOR L-MOMENT AND OTHER STATISTICAL COMPUTATIONS |
266 | APPENDIX D. ADAPTATION TECHNOLOGIES D.1 Composite Wall Strengthening Techniques |
267 | D.2 Slab Strengthening for Uplift Pressures D.3 Delegating Flood Barrier Design |
268 | D.4 Temporary Protection Measures |
269 | D.5 Urban Flood Protection Products |
272 | Example D.1 Dam-It Dam (Category: Water-Filled Barrier) |
274 | Example D.2 FloodBreak (Category: Multiple Passive Barrier Products) |
279 | Example D.3 TrapBag (Category: Sand-Filled Barrier) |
281 | Example D.4 ILC Dover (Category: Multiple Soft Barrier Products) |
285 | Example D.5 Muscle Wall (Category: Water-Filled Barrier) Example D.6 Savannah Trims (Category: Glass Flood Barriers) |
287 | Example D.7 UK Flood Barriers (Category: Passive Flood Barrier) |
289 | Example D.8 Walz & Krenzer (Category: Custom Watertight Closures) |
293 | Example D.9 Presray (Category: Multiple Deployed Barriers) |
296 | Example D.10 PS Flood Barriers (Category: Multiple Deployed Barriers) |
299 | D.6 Product Websites |
300 | INDEX |