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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
Laursen, Emmett M. (author)
Journal of the Hydraulics Division ; 86 ; 39-54
2021-01-01
161960-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| ASCE | 2021
| Engineering Index Backfile | 1960
Discussion of “Scour at Bridge Crossings”
| ASCE | 2021
Discussion of “Scour at Bridge Crossings”
| ASCE | 2021
Discussion of “Scour at Bridge Crossings”
| ASCE | 2021