Extracto
Contents
Abstract
Acknowledgment
Chapter 1 INTRODUCTION
1.1 Background
1.2 Scouring Phenomenon around a Bridge Piers
1.3 Local Scour Importance
1.4 Problem statement
1.5 Aim and Scope
1.6 Research questions
1.7 Objectives
1.8 Previous work
1.9 Thesis organization
Chapter 2 LITERATURE REVIEW
2.1 The Scouring Process
2.2 Scour as a Failure Mode
2.3 Parameters Affecting Scour
2.4 Pier Influences
2.4.1 Pier size
2.4.2 Blockage Ratio, D/b
2.4.3 Pier Configuration
2.5 Time Development of Scour
2.6 Other Parameters
2.7 Scour Depth Estimation Experimental Methods
2.8 About SURFER 13.0
Chapter 3 RESEARCH METHODOLOGY
3.1 Sieve Analysis
3.2 Channel Preparation
3.3 Pier Model Preparation
3.4 Similitude Analysis
3.5 Geometric Similarities
3.6 Experimental Procedure
Chapter 4 RESULTS AND DISCUSSION
4.1 Experimental Analysis
4.1.1 Shape of Pier VS Scour around Pier
4.1.2 Size of Pier VS Scour around Pier
4.1.3 Duration of Experiment VS Scour around Pier.
4.1.4 Discharge in Channel VS Scour around Pier
Chapter 5 CONCLUSION AND RECOMMENDATIONS
5.1 Conclusions
5.2 Recommendations
References
Appendices
- Citar trabajo
- Kaleem Afzal (Autor), 2019, Local Scour Around Differently Shaped Bridge Piers. An Experimental Investigation, Múnich, GRIN Verlag, https://www.grin.com/document/505347
Textos similares
Así es como funciona
Comentarios