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A platform for research: civil engineering, architecture and urbanism
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.
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.
Scour at Bridge Crossings
Laursen, Emmett M. (author)
Transactions of the American Society of Civil Engineers ; 127 ; 166-180
2021-01-01
151962-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| Engineering Index Backfile | 1960
| 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