Transactions of the American Society of Civil Engineers · 1962 · 67 citations · 0 references
EngineeringCivil EngineeringBridge EngineeringHydraulic EngineeringHydraulicsChannel MorphodynamicsFloodplain HydraulicsRiver HydraulicsSediment EntrainmentAbutment ScourBridge Pier ScourBridge ScourLocal ScourPile Group ScourPile GroupsScour Depth PredictionSteady Flow
Relationships are proposed for the prediction of scour at piers and abutments for the case in which sediment is supplied to the scour hole. The relationships were obtained from a combination of an approximate analysis and laboratory experiments, and depend on knowledge of the flow conditions at the bridge site.