Pier and Contraction Scour in Cohesive Soils (2004)

Chapter: Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate at Complex Piers

Previous Chapter: Chapter 5 - The SRICOS-EFA Method for Maximum Scour Depth at Complex Piers
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 45
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 46
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 47
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 48
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 49
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 50
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 51
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 52
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 53
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 54
Suggested Citation: "Chapter 6 - The SRICOS-EFA Method for Initial Scour Rate 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 55
Next Chapter: Chapter 7 - The SRICOS-EFA Method for Maximum Contraction Scour Depth
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