Previous Chapter: 3 ABUTMENT SCOUR AS A DESIGN CONCERN
Suggested Citation: "4 SCOUR CONDITIONS." Transportation Research Board. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/13336.
Page 28
Suggested Citation: "4 SCOUR CONDITIONS." Transportation Research Board. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/13336.
Page 29
Suggested Citation: "4 SCOUR CONDITIONS." Transportation Research Board. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/13336.
Page 30
Suggested Citation: "4 SCOUR CONDITIONS." Transportation Research Board. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/13336.
Page 31
Suggested Citation: "4 SCOUR CONDITIONS." Transportation Research Board. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/13336.
Page 32
Suggested Citation: "4 SCOUR CONDITIONS." Transportation Research Board. 2011. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/13336.
Page 33
Next Chapter: 5 SCOUR DEPTH ESTIMATION FORMULAS
Subscribe to Emails from the National Academies
Stay up to date on activities, publications, and events by subscribing to email updates.