TY  - CONF
AU  - Ebrahimi, Mohsen
AU  - Kahraman, Recep
AU  - Riella, M.
AU  - Kripakaran, Prakash
AU  - Đorđević, Slobodan
AU  - Tabor, Gavin
AU  - Prodanović, Dušan
AU  - Arthur, Scott
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/929
AB  - This paper presents two experiments, carried out in a 605mm-wide flume, to investigate scour and hydrodynamic pressure on a scaled model of a single span arch bridge. The geometry of the bridge model is scaled down according to a prototype bridge, with hydraulic conditions of the experiments representing a small river. Measurements showed that vertical-contraction scour by the arch bridge is higher than that of flat-deck bridges. Effect of a single cylindrical debris on scour was also evaluated and found to be negligible at the considered flow depth. Temporal variation of hydrodynamic pressure with scour evolution was also measured. It was found that temporal evolution of scour can reduce hydrodynamic pressure significantly at the initial base of the abutment at downstream face of the bridge, which can Erode mortar from the masonry composition of an arch bridge.
PB  - Utah State University
C3  - 7th IAHR International Symposium on Hydraulic Structures, ISHS 2018
T1  - Experimental investigation of scour and pressures on a single span arch bridge under inundation
EP  - 722
SP  - 715
DO  - 10.15142/T33D25
ER  - 

@conference{
author = "Ebrahimi, Mohsen and Kahraman, Recep and Riella, M. and Kripakaran, Prakash and Đorđević, Slobodan and Tabor, Gavin and Prodanović, Dušan and Arthur, Scott",
year = "2018",
abstract = "This paper presents two experiments, carried out in a 605mm-wide flume, to investigate scour and hydrodynamic pressure on a scaled model of a single span arch bridge. The geometry of the bridge model is scaled down according to a prototype bridge, with hydraulic conditions of the experiments representing a small river. Measurements showed that vertical-contraction scour by the arch bridge is higher than that of flat-deck bridges. Effect of a single cylindrical debris on scour was also evaluated and found to be negligible at the considered flow depth. Temporal variation of hydrodynamic pressure with scour evolution was also measured. It was found that temporal evolution of scour can reduce hydrodynamic pressure significantly at the initial base of the abutment at downstream face of the bridge, which can Erode mortar from the masonry composition of an arch bridge.",
publisher = "Utah State University",
journal = "7th IAHR International Symposium on Hydraulic Structures, ISHS 2018",
title = "Experimental investigation of scour and pressures on a single span arch bridge under inundation",
pages = "722-715",
doi = "10.15142/T33D25"
}

Ebrahimi, M., Kahraman, R., Riella, M., Kripakaran, P., Đorđević, S., Tabor, G., Prodanović, D.,& Arthur, S.. (2018). Experimental investigation of scour and pressures on a single span arch bridge under inundation. in 7th IAHR International Symposium on Hydraulic Structures, ISHS 2018
Utah State University., 715-722.
https://doi.org/10.15142/T33D25

Ebrahimi M, Kahraman R, Riella M, Kripakaran P, Đorđević S, Tabor G, Prodanović D, Arthur S. Experimental investigation of scour and pressures on a single span arch bridge under inundation. in 7th IAHR International Symposium on Hydraulic Structures, ISHS 2018. 2018;:715-722.
doi:10.15142/T33D25 .

Ebrahimi, Mohsen, Kahraman, Recep, Riella, M., Kripakaran, Prakash, Đorđević, Slobodan, Tabor, Gavin, Prodanović, Dušan, Arthur, Scott, "Experimental investigation of scour and pressures on a single span arch bridge under inundation" in 7th IAHR International Symposium on Hydraulic Structures, ISHS 2018 (2018):715-722,
https://doi.org/10.15142/T33D25 . .