1st Edition
Deterioration and Optimal Rehabilitation Modelling for Urban Water Distribution Systems
1 Introduction
1.1 Background
1.2 Pipe Deterioration, Failure and Rehabilitation
1.3 Research Contents and Technical Roadmap
2 Water Distribution System Rehabilitation Strategy and Model
2.1 Introduction
2.2 Pipe Deterioration Models
2.3 Pipe Criticality Assessment Model
2.4 Water Main Optimal Rehabilitation Decision Model
2.5 Summary
3 Pipe Breakage Number Prediction Model
3.1 Introduction
3.2 Pipe Deterioration Influence Factor
3.3 Methodologies
3.4 Modelling
3.5 Summary
4 Pipe Criticality Assessment Model
4.1 Introduction
4.2 Indicators Concerning Criticality
4.3 Methodology for Pipe Criticality Assessment
4.4 Disadvantage and Modification of TOPSIS
4.5 Summary
5 Optimal Rehabilitation Decision Model
5.1 Introduction
5.2 General Optimization Design and Rehabilitation Model Review
5.3 Multiple Motivations of WDS Rehabilitation
5.4 Elements of Modelling
5.5 Objectives and Constraints in Different Stages
5.6 Optimization Algorithm for Present Stage Decision
5.7 Optimization Algorithm for Future Stages Decision
5.8 Discussion
5.9 Summary
6 Case Study
6.1 Introduction
6.2 Case Study of Pipe Breakage Number Prediction Model
6.3 Case Study of Pipe Criticality Assessment Model
6.4 Case Study of Water Main Optimal Rehabilitation Decision Model
6.5 Summary
7 Summary, Conclusions and Recommendations
7.1 Introduction
7.2 Pipe Breakage Number Prediction Model
7.3 Pipe Criticality Assessment Model
7.4 Water Main Optimal Rehabilitation Decision Model
7.5 Recommendation of Future Work
References
Biography
Yi Zhou is a member of the faculty in Wuhan University, China. His main interests are water distribution systems, urban sewerage, drainage and flood control systems.
