IAHR World Congress, 2019

Some Elements About Scale Effect on Scour Studies

Frederique Larrarte 1,2 Franziska Schmidt 3 Nissrine Boujia 3 Vincent Vidal 2,4 Arnaud Bontemps 5 Sidoine de la Roque 6 Christophe Chevalier 7
1GERS, IFSTTAR, France
2Equipe SSHEAR, Laboratoire d'hydraulique St Venant, France
3MAST, IFSTTAR, France
4DTec EMF, CEREMA, France
5LR Blois, CEREMA, France
6Cofiroute, Vinci Autoroutes, France
7GERS / SRO, IFSTTAR, France

To study the effect of scour on bridge structures, it is necessary to take into account the scale of the problem. To understand the vibrations of a structure, as for example a bridge pier affected by scour phenomenon, several experiments are in complementarity: first the behavior of reduced scale bridge piers can be studied in a hydraulic flume, where all conditions are taken so that the soil is scoured, second, the real-scale dynamical behaviour of bridge piers can be monitored and analyzed. Both approaches are presented here, and the complementary aspect of the results is shown.

Frederique Larrarte
Frederique Larrarte








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