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Scour Around Bridge Piers at High Flow Velocities
The results of laboratory experiments on scour around circular piers in cohesionless bed material at high flow velocities are presented. A special technique is used to measure scour depths. The scour depth in the sediment transport regime first decreases and then increases with increasing velocity. A formula to predict scour depth for flows with Froude numbers is developed.
Scour Around Bridge Piers at High Flow Velocities
The results of laboratory experiments on scour around circular piers in cohesionless bed material at high flow velocities are presented. A special technique is used to measure scour depths. The scour depth in the sediment transport regime first decreases and then increases with increasing velocity. A formula to predict scour depth for flows with Froude numbers is developed.
Scour Around Bridge Piers at High Flow Velocities
Jain, Subhash C. (author) / Fischer, Edward E. (author)
Journal of the Hydraulics Division ; 106 ; 1827-1842
2021-01-01
161980-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Local Scour Around Bridge Piers
| ASCE | 2021
Discussion of “Local Scour Around Bridge Piers”
| ASCE | 2021