Pier and Contraction Scour in Cohesive Soils (2004)

Chapter: Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers

Previous Chapter: Chapter 4 - The SRICOS-EFA Method for Cylindrical Piers in Deep Water
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
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Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 31
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 32
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 33
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 34
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 35
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 36
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 37
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 38
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 39
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 40
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 41
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 42
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 43
Suggested Citation: "Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
Page 44
Next Chapter: Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate at Complex Piers
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