Scours Evolution at Bridge Abutments under Unsteady Flow Events

Iranian Journal of Science and Technology, Transactions of Civil Engineering 2021
Boriss Gjunsburgs, Algirdas Radzevicius, Raimondas Sadzevicius, Rytas Skominas

As a basis, the equation of the bed sediment movement was used and a semi-analytical model for computing depth of scour evolution under unsteady flow at the abutments is elaborated.

Keywords
Abutment, Scour, Depth, Unsteady flow, Time
DOI
10.1007/s40996-020-00523-5
Hyperlink
https://link.springer.com/article/10.1007%2Fs40996-020-00523-5

Gjunsburgs, B., Radzevicius, A., Sadzevicius, R., Skominas, R. Scours Evolution at Bridge Abutments under Unsteady Flow Events. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2021, Vol. 45, No. 3, pp.1951-1957. ISSN 2228-6160. Available from: doi:10.1007/s40996-020-00523-5

Publication language
English (en)