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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. (Autor:in)
Journal of the Hydraulics Division ; 86 ; 39-54
01.01.2021
161960-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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
|