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Relationships are proposed for prediction of scour at piers and abutments for case in which sediment is supplied to scour hole; relationships were obtained from combination of approximate analysis and laboratory experiments, and depend on knowledge of flow conditions at bridge site; studies were made at Iowa Institute of Hydraulic Research.
Relationships are proposed for prediction of scour at piers and abutments for case in which sediment is supplied to scour hole; relationships were obtained from combination of approximate analysis and laboratory experiments, and depend on knowledge of flow conditions at bridge site; studies were made at Iowa Institute of Hydraulic Research.
Scour at bridge crossings
ASCE -- Proc (J Hydraulics Div)
Laursen, E.M. (author)
1960
16 pages
Article (Journal)
English
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| ASCE | 2021
| ASCE | 2021
Discussion of “Scour at Bridge Crossings”
| ASCE | 2021
Discussion of “Scour at Bridge Crossings”
| ASCE | 2021
Discussion of “Scour at Bridge Crossings”
| ASCE | 2021