Earthquakes, Tsunamis and Nuclear Risks : : Prediction and Assessment Beyond the Fukushima Accident.
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Place / Publishing House: | Tokyo : : Springer Japan,, 2016. ©2016. |
Year of Publication: | 2016 |
Edition: | 1st ed. |
Language: | English |
Online Access: | |
Physical Description: | 1 online resource (177 pages) |
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Table of Contents:
- Intro
- Foreword
- Preface
- Cooperators
- Contents
- Part I: Active Faults
- Chapter 1: Examination of the Correlation Between Tectonic Landforms and Shallow Subsurface Structural Datasets for the Estima...
- 1.1 Introduction
- 1.2 Data
- 1.3 Analysis Methods
- 1.4 Results and Discussion
- 1.5 Future Challenges
- References
- Chapter 2: Multivariate Statistical Analysis for Seismotectonic Provinces Using Earthquake, Active Fault, and Crustal Structur...
- 2.1 Introduction
- 2.2 Data and Method
- 2.2.1 Observed Seismicity (Fig.2.2a)
- 2.2.2 Distribution of Active Faults (Fig.2.2b)
- 2.2.3 Lower Limit of the Seismogenic Layer (Fig.2.2c)
- 2.2.4 Bouguer Gravity Anomaly (Fig.2.2d)
- 2.3 Result and Discussion
- 2.4 Future Challenges
- References
- Chapter 3: Multiple Regression Analysis for Estimating Earthquake Magnitude as a Function of Fault Length and Recurrence Inter...
- 3.1 Introduction
- 3.2 Data
- 3.3 Parameters for Analysis
- 3.4 Results and Discussion
- 3.5 Summary and Conclusion
- References
- Chapter 4: Coseismic Tsunami Simulation Assuming the Displacement of High-Angle Branching Active Faults Identified on the Cont...
- 4.1 Introduction
- 4.2 Active Fault Distribution
- 4.3 Fault Parameters
- 4.4 Tsunami Simulation and Results
- 4.5 Summary and Conclusion
- References
- Chapter 5: Extensive Area of Topographic Anaglyphs Covering Inland and Seafloor Derived Using a Detailed Digital Elevation Mod...
- 5.1 Introduction
- 5.2 Data and Methods
- 5.3 Fault-Related Broad Deformations in an Urban Area Identified on the Anaglyph
- 5.4 Coastal Geomorphology on the Anaglyph
- 5.5 Conclusions
- 5.6 Acknowledgment
- References
- Part II: Seismic Source Modeling and Seismic Motion.
- Chapter 6: Relation Between Stress Drops and Depths of Strong Motion Generation Areas Based on Previous Broadband Source Model...
- 6.1 Introduction
- 6.2 Data
- 6.3 Results
- 6.4 Conclusions
- References
- Chapter 7: Heterogeneous Dynamic Stress Drops on Asperities in Inland Earthquakes Caused by Very Long Faults and Their Applica...
- 7.1 Introduction
- 7.2 Statistics of the Heterogeneous Stress Drops on the Asperities
- 7.2.1 Strike-Slip Faults
- 7.2.2 Reverse Faults
- 7.3 Procedure for Evaluating Fault Parameters
- 7.4 Examples of Strong Motion Prediction Under Heterogeneous Dynamic Stress Drops on the Asperities
- 7.5 Conclusions
- References
- Chapter 8: Simulation of Broadband Strong Motion Based on the Empirical Greenś Spatial Derivative Method
- 8.1 Introduction
- 8.1.1 Targeted Events and Stations
- 8.1.1.1 Estimation of the EGTD
- 8.1.1.2 Basic Equations
- 8.1.1.3 Correction of the Focal Mechanisms
- 8.1.1.4 Correction Applied to the Waveform Data
- 8.1.1.5 EGTD Estimation
- 8.1.1.6 Simulation of the Strong Ground Motion Using the EGTD
- 8.2 Conclusions
- References
- Part III: Probabilistic Risk Assessment with External Hazards
- Chapter 9: Development of Risk Assessment Methodology Against External Hazards for Sodium-Cooled Fast Reactors
- 9.1 Introduction
- 9.2 External Hazard Evaluation Methodologies
- 9.2.1 Snow
- 9.2.2 Tornado
- 9.2.3 Strong Wind
- 9.2.4 Volcanic Eruption
- 9.2.5 Forest Fire
- 9.3 Risk Assessment Methodologies Against Snow
- 9.3.1 PRA
- 9.3.2 Margin Assessment
- 9.4 Conclusion
- References
- Chapter 10: Effectiveness Evaluation About the Tsunami Measures Taken at Kashiwazaki-Kariwa NPS
- 10.1 Introduction
- 10.2 Outline of Kashiwazaki-Kariwa Nuclear Power Station
- 10.3 Tsunami PRA for Kashiwazaki-Kariwa Nuclear Power Station
- 10.3.1 Tsunami Hazard Evaluation.
- 10.3.1.1 Tsunami Source Model
- 10.3.1.2 Uncertainty
- 10.3.1.3 Hazard Curve
- 10.3.2 Tsunami Fragility Evaluation
- 10.3.3 Accident Scenario Identification
- 10.3.3.1 The State Before the Implementation of Tsunami Countermeasures
- 10.3.3.2 The State After the Implementation of Tsunami Measures
- 10.3.4 Accident Sequence Evaluation
- 10.3.4.1 The State Before the Implementation of Tsunami Countermeasures
- 10.3.4.2 The State After the Implementation of Tsunami Countermeasures
- 10.4 Effectiveness Evaluation About the Measure Taken in the Kashiwazaki-Kariwa Nuclear Power Plant
- 10.5 Conclusion
- References
- Chapter 11: Development of a New Mathematical Framework for Seismic Probabilistic Risk Assessment for Nuclear Power Plants - P...
- 11.1 Background
- 11.2 Current Framework and Challenges of Seismic PRA Methodology
- 11.2.1 Current Method of Seismic PRA
- 11.2.1.1 General Procedure of Seismic PRA
- 11.2.1.2 Mathematical Framework of Current Method
- 11.2.2 Studies About Uncertainty Analysis Framework
- 11.2.2.1 Uncertainty Analysis Framework of Current Method
- 11.2.2.2 Issues of Current Mathematical Framework
- 11.2.2.3 Previous Studies Possibly to Resolve the Issues of Mathematical Framework
- 11.3 New Mathematical Framework for Seismic PRA Enhanced by High-Performance Computing
- 11.3.1 Option A: Using High-Performance Computing Results Directly
- 11.3.2 Option B: Using Intermediate Parameters such as Capacity Factors Derived from Building Response Analysis
- 11.4 Installation of Uncertainty Analysis Function Using Response Factor Method for SECOM2-DQFM
- 11.4.1 Improvement of SECOM2-DQFM CODE
- 11.4.2 Analysis Results
- 11.5 Conclusions
- References
- Part IV: Nuclear Risk Governance in Society.
- Chapter 12: Deficits of Japanese Nuclear Risk Governance Remaining After the Fukushima Accident: Case of Contaminated Water Ma...
- 12.1 Introduction: Failure Trajectory of Postaccident On-site Management
- 12.2 Contaminated Water Management at Fukushima Daiichi Nuclear Power Plant
- 12.2.1 Failure to Build Consensus Through Explanations After the Fact and Follow-up Measures [1]: Delay in Addressing the ``Gr...
- 12.2.2 Failure to Build Consensus Through Explanations After the Fact and Follow-up Measures [2]: Postponing ``for the Time Be...
- 12.2.3 Incremental Development of a Governance System
- 12.3 Discussion: Contaminated Water Management as a Case of ``Structural Disaster ́́-- 12.4 Concluding Remarks: To Remedy Structural Deficits of Japanese Nuclear Governance
- References
- Chapter 13: A Community-Based Risk Communication Approach on Low-Dose Radiation Effect
- 13.1 Introduction
- 13.2 Opinion Survey for Tsuruga Inhabitants
- 13.3 Community-Based Risk Communication Approach
- 13.4 Discussion
- 13.5 Conclusion
- References.