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Predicting Scour at Bridges: Questions Not Fully Answered - Scour at Sill Structures
The scour at the toe of a vertical wall and at the toe of a sloping sill were investigated experimentally and analytically. Approximate relations for predicting the ratio of the scour depth to the (energy) critical depth were obtained for the two geometries. For the vertical wall, the sediment scoured out left in suspension, and the parameters needed to describe the scour phenomenon were the ratio of the (energy) critical velocity to the fall velocity and the drop in water surface in ratio to the critical depth. Degradation of the stream bed is likely to be the reason for constructing sill structures.
Predicting Scour at Bridges: Questions Not Fully Answered - Scour at Sill Structures
The scour at the toe of a vertical wall and at the toe of a sloping sill were investigated experimentally and analytically. Approximate relations for predicting the ratio of the scour depth to the (energy) critical depth were obtained for the two geometries. For the vertical wall, the sediment scoured out left in suspension, and the parameters needed to describe the scour phenomenon were the ratio of the (energy) critical velocity to the fall velocity and the drop in water surface in ratio to the critical depth. Degradation of the stream bed is likely to be the reason for constructing sill structures.
Predicting Scour at Bridges: Questions Not Fully Answered - Scour at Sill Structures
E. M. Laursen (Autor:in) / M. W. Flick (Autor:in)
1983
74 pages
Report
Keine Angabe
Englisch
Highway Engineering , Foundations , Bridges(Structures) , Highway bridges , Culverts , Erosion , Drop inlets , Sediments , Slopes , Degradation , Streams , Flumes , Mathematical models , Bed load , Riprap
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