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- W565475401 abstract "Local scour around cylindrical bridge piers with non-uniform, cohesionless sediments under live-bed conditions was investigated experimentally. Experiements were conducted under dynamic equilibrium conditions, as in a sediment recirculating flume, where there is a continuous input of sediment from upstream of the scour hole such that, at equilibrium condition, the amount of sediment entering a cross-section is equal to that leaving the cross-section. Armouring and the ratio of pier to sediment diameter were found to play an important role in reducing the equilibrium scour depth for non-uniform sediments. It was found that the equilibrium scour depth associated with non-uniform sediments is everywhere less than or equal to its counterpart with uniform sediments. At high velocity, the effects of both armouring and ratio of pier to sediment diameter diminish.(a)" @default.
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- W565475401 date "1989-06-01" @default.
- W565475401 modified "2023-09-24" @default.
- W565475401 title "LOCAL SCOUR AT BRIDGE PIERS WITH NON-UNIFORM SEDIMENTS. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS" @default.
- W565475401 hasPublicationYear "1989" @default.
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