Produktbild: Dam Failure Mechanisms and Risk Assessment

Dam Failure Mechanisms and Risk Assessment

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Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

12.10.2016

Verlag

John Wiley & Sons

Seitenzahl

496

Maße (L/B/H)

25/17,5/3,1 cm

Gewicht

889 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-1-118-55851-5

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

12.10.2016

Verlag

John Wiley & Sons

Seitenzahl

496

Maße (L/B/H)

25/17,5/3,1 cm

Gewicht

889 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-1-118-55851-5

Herstelleradresse

Libri GmbH
Europaallee 1
36244 Bad Hersfeld
DE

Email: Libri GmbH

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  • Produktbild: Dam Failure Mechanisms and Risk Assessment
  • Foreword by Kaare Høeg xiii

    Foreword by Jinsheng Jia xiv

    Preface xvi

    Acknowledgements xviii

    About the Authors xix

    PART I DAM AND DIKE FAILURE DATABASES 1

    1 Dams and Their Components 3

    1.1 Classification of Dams 3

    1.2 Constructed Embankment Dams 4

    1.3 Landslide Dams 7

    1.4 Concrete Gravity Dams 7

    1.5 Concrete Arch Dams 8

    1.6 Dikes 10

    2 Statistical Analysis of Failures of Constructed Embankment Dams 11

    2.1 Database of Failures of Constructed Embankment Dams 11

    2.2 Failure Modes and Processes 11

    2.2.1 Overtopping 16

    2.2.2 Internal Erosion 17

    2.3 Common Causes of Embankment Dam Failures 19

    2.4 Failure of Different Types of Embankment Dams 21

    2.4.1 Analysis of Homogeneous and Composite Earthfill Dams 23

    2.4.2 Analysis of Earthfill Dams with Corewalls 23

    3 Statistical Analysis of Failures of Landslide Dams 25

    3.1 Database of Failures of Landslide Dams 25

    3.1.1 Locations of Landslide Dams 25

    3.1.2 Formation Times of Landslide Dams 26

    3.1.3 Triggers of Landslide Dams 26

    3.1.4 Types of Landslide 26

    3.1.5 Dam Heights and Lake Volumes 32

    3.2 Stability, Longevity, and Failure Modes of Landslide Dams 33

    3.2.1 Stability of Landslide Dams 33

    3.2.2 Longevity of Landslide Dams 35

    3.2.3 Failure Modes 36

    3.3 Mitigation Measures for Landslide Dams 37

    3.3.1 Stages of Landslide Dam Risk Mitigation 38

    3.3.2 Engineering Mitigation Measures for Landslide Dams 39

    3.3.3 Engineering Measures for the Landslide Dams Induced by the Wenchuan Earthquake 41

    3.3.4 Mitigation Measures for the Tangjiashan Landslide Dam 51

    4 Statistical Analysis of Failures of Concrete Dams 53

    4.1 Database of Failures of Concrete Dams 53

    4.2 Failure Modes and Processes 53

    4.3 Common Causes of Concrete Dam Failures 55

    5 Statistical Analysis of Failures of Dikes 57

    5.1 Introduction 57

    5.2 Database of Dike Breaching Cases 57

    5.3 Evaluation of Dike Failure Mechanisms 59

    5.3.1 Most Relevant Failure Mechanisms 59

    5.3.2 Statistics of Observed Failure Mechanisms 62

    PART II DAM FAILURE MECHANISMS AND BREACHING PROCESS MODELING 67

    6 Internal Erosion in Dams and Their Foundations 69

    6.1 Concepts of Internal Erosion 69

    6.2 Mechanisms of Initiation of Internal Erosion 72

    6.2.1 Concentrated Leak Erosion 72

    6.2.2 Backward Erosion 73

    6.2.3 Contact Erosion 73

    6.2.4 Suffusion 74

    6.3 Initiation of Concentrated Leak Erosion Through Cracks 74

    6.3.1 Causes of Concentrated Leak 75

    6.3.2 Need for Studying Soil Erodibility for Concentrated Leak Erosion 80

    6.3.3 Laboratory Tests on Concentrated Leak Erosion 81

    6.3.4 Factors Affecting Concentrated Leak Erosion 83

    6.3.5 Soil Dispersivity 84

    6.4 Initiation of Backward Erosion 87

    6.4.1 Susceptibility of a Dam or Dike to Backward Erosion 87

    6.4.2 Methods for Assessing Backward Erosion 89

    6.4.3 Formation of a Pipe due to Backward Erosion 92

    6.5 Initiation of Contact Erosion 93

    6.5.1 Fundamental Aspects of Contact Erosion Process 94

    6.5.2 Laboratory Investigation on Contact Erosion 96

    6.5.3 Threshold of Contact Erosion 100

    6.6 Initiation of Suffusion 102

    6.6.1 Control Parameters for Likelihood of Suffusion 102

    6.6.2 Laboratory Testing of Suffusion 103

    6.6.3 Geometrical Criteria for Internal Stability of Soils 108

    6.6.4 Critical Hydraulic Gradients for Suffusion 115

    6.7 Filter Criteria 120

    6.7.1 Functions of Filter 120

    6.7.2 Filter Criteria 121

    6.8 Continuation of Internal Erosion 124

    6.9 Progression of Internal Erosion 125

    6.10 Suggested Topics for Further Research 126

    7 Mechanics of Overtopping Erosion of Dams 127

    7.1 Mechanics of Surface Erosion 127

    7.1.1 Incipient Motion of Sediment 128

    7.1.2 Sediment Transport 133

    7.2 Determination of Erodibility of Soils 144

    7.2.1 Critical Erosive Shear Stress 144

    7.2.2 Coefficient of Erodibility 145

    7.2.3 Laboratory Tests 147

    7.2.4 Field Tests 151

    7.2.5 Classification of Soil Erodibility 155

    7.3 Characteristics of Overtopping Erosion Failure of Dams 157

    7.3.1 Homogeneous Embankment Dams with Cohesionless Materials 157

    7.3.2 Homogeneous Embankment Dams with Cohesive Materials 158

    7.3.3 Composite Embankment Dams 159

    7.4 Suggested Topics for Further Research 159

    8 Dam Breach Modeling 161

    8.1 Methods for Dam Breach Modeling 161

    8.2 Dam Breaching Data 163

    8.2.1 Embankment Dam Breaching Data 163

    8.2.2 Landslide Dam Breaching Data 165

    8.2.3 Dike Breaching Data 165

    8.3 Empirical Analysis Methods 166

    8.3.1 Multivariable Regression 166

    8.3.2 Empirical Breaching Parameters for Constructed Embankment Dams 169

    8.3.3 Empirical Breaching Parameters for Landslide Dams 179

    8.3.4 Empirical Breaching Parameters for Dikes 187

    8.3.5 Comparison of Breaching Parameters for Landslide Dams and Constructed Embankment Dams 189

    8.4 Numerical Simulation of Overtopping Erosion 192

    8.4.1 Simplified Physically Based Methods 197

    8.4.2 Detailed Physically Based Methods 206

    8.4.3 Case Studies 211

    8.5 Numerical Simulation of Internal Erosion 215

    8.5.1 Continuum Methods 215

    8.5.2 Particle Level Analysis 218

    8.5.3 Case Studies 218

    9 Analysis of Dam Breaching Flood Routing 222

    9.1 River Hydraulics 222

    9.1.1 One?-dimensional Models 223

    9.1.2 Two?-dimensional Models 223

    9.2 Numerical Models for Flood Routing Analysis 224

    9.2.1 One?-dimensional Numerical Models 224

    9.2.2 Two?-dimensional Numerical Models 227

    9.2.3 Coupling of 1D/2D Numerical Models 229

    9.3 Example - Tangjiashan Landslide Dam Failure 229

    9.3.1 Geometric Information 229

    9.3.2 Dam Breaching Simulation 232

    9.3.3 Boundary and Initial Conditions 232

    9.3.4 Flood Routing Analysis and Results 232

    PART III DAM FAILURE RISK ASSESSMENT AND MANAGEMENT 241

    10 Analysis of Probability of Failure of Dams 243

    10.1 Introduction 243

    10.2 Analysis Methods 243

    10.2.1 Failure Modes and Effects Analysis 243

    10.2.2 Event Tree 244

    10.2.3 Fault Tree 246

    10.2.4 First?-order Reliability Method/First?-order Second?-moment Method 247

    10.2.5 Monte Carlo Simulation 250

    10.2.6 Bayesian Networks 250

    10.3 Examples of Probabilistic Analysis of Dam Failure 253

    10.3.1 Probabilistic Analysis of Chinese Dam Distresses 253

    10.3.2 Probabilistic Analysis of the Chenbihe Dam Distresses Using Bayesian Networks 264

    11 Vulnerability to Dam Breaching Floods 273

    11.1 Concepts of Vulnerability 273

    11.2 Human Vulnerability to Dam Breaching Floods 273

    11.2.1 Human Stability in Flood 274

    11.2.2 Influence Factors 277

    11.2.3 Methods for Evaluating Human Vulnerability Factor in a Flood 278

    11.2.4 Database of Fatalities in Dam/Dike Breaching or Other Floods 283

    11.3 Bayesian Network Analysis of Human Vulnerability to Floods 284

    11.3.1 Bayesian Networks 284

    11.3.2 Building the Bayesian Network for Human Vulnerability 285

    11.3.3 Quantifying the Networks 291

    11.3.4 Validation of the Model 297

    11.4 Damage to Buildings and Infrastructures 300

    11.4.1 Flood Action on Buildings 300

    11.4.2 Models for Building Damage Evaluation 303

    11.4.3 Relationship between Building Damage and Loss of Life 305

    11.5 Suggested Topics for Further Research 306

    12 Dam Failure Risk Assessment 307

    12.1 Risk and Risk Assessment 307

    12.1.1 Definition of Risk 307

    12.1.2 Risk Management 308

    12.2 Dam Failure Risk Analysis 311

    12.2.1 Scope Definition 311

    12.2.2 Hazards Identification 311

    12.2.3 Identification of Failure Modes 312

    12.2.4 Estimation of Failure Probability 312

    12.2.5 Evaluation of Elements at Risk 313

    12.2.6 Vulnerability Evaluation 314

    12.2.7 Risk Estimation 314

    12.3 Risk Assessment 315

    12.3.1 Risk Tolerance Criteria 315

    12.3.2 ALARP Considerations 319

    12.4 Suggested Topics for Further Research 321

    13 Dam Failure Contingency Risk Management 322

    13.1 Process of Contingency Risk Management 322

    13.1.1 Observation and Prediction 323

    13.1.2 Decision?-making 323

    13.1.3 Warning 324

    13.1.4 Response 325

    13.1.5 Evacuation 326

    13.2 Decision?-making Under Uncertainty 328

    13.2.1 Decision Tree 329

    13.2.2 Multi?-phase Decision 330

    13.2.3 Influence Diagrams 333

    13.3 Dynamic Decision?-Making 334

    13.3.1 Dam Failure Emergency Management 336

    13.3.2 Dynamic Decision?-making Framework 339

    13.3.3 Time Series Models for Estimating Dam Failure Probability 342

    13.3.4 Evaluation of the Consequences of Dam Failures 348

    13.3.5 Features of DYDEM 350

    13.4 Suggested Topics for Further Research 351

    14 Case Study: Risk?-based Decision?-making for the Tangjiashan Landslide Dam Failure 353

    14.1 Timeline for Decision?-making for the Tangjiashan Landslide Dam Failure 353

    14.2 Prediction of Dam Break Probability with Time Series Analysis 355

    14.2.1 Forecasting Inflow Rates 355

    14.2.2 Forecasting Lake Volume 358

    14.2.3 Prediction of Dam Failure Probability 359

    14.3 Simulation of Dam Breaching and Flood Routing 361

    14.3.1 Simulation of Dam Breaching and Flood Routing in Stage 1 362

    14.3.2 Simulation of Dam Breaching and Flood Routing in Stage 2 363

    14.3.3 Simulation of Dam Breaching and Flood Routing in Stage 3 365

    14.4 Evaluation of Flood Consequences 365

    14.4.1 Methodology 366

    14.4.2 Calculated Dam Break Flood Consequences 367

    14.5 Dynamic Decision?-making 370

    14.5.1 Methodology 370

    14.5.2 Dynamic Decision?-making in Three Stages 371

    14.6 Discussions 374

    14.6.1 Influence of the Value of Human Life 374

    14.6.2 Influence of Failure Mode 374

    14.6.3 Sensitivity of the Minimum Expected Total Consequence 375

    PART IV APPENDIXES: DAM FAILURE DATABASES 377

    Appendix A: Database of 1443 Cases of Failures of Constructed Dams 379

    Appendix B: Database of 1044 Cases of Failures of Landslide Dams 419

    References 452

    Index 474