prikaz prve stranice dokumenta Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review
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Scientific paper - Original scientific paper
Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review
Water, 13(24) (2021); 3606. https://doi.org/10.3390/w13243606
Harasti, Antonija; Gilja, Gordon; Potočki, Kristina; Lacko, Martina

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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Harasti, A., Gilja, G., Potočki, K. & Lacko, M. (2021). Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review. Water, 13(24).. doi: 10.3390/w13243606

Harasti, Antonija, et al. "Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review." Water, vol. 13(24), 2021. https://doi.org/10.3390/w13243606

Harasti, Antonija, Gordon Gilja, Kristina Potočki and Martina Lacko. "Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review." Water 13(24) (2021). https://doi.org/10.3390/w13243606

Harasti, A., et al. (2021) 'Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review', Water, 13(24). doi: 10.3390/w13243606

Harasti A, Gilja G, Potočki K, Lacko M. Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review. Water [Internet]. 2021 [cited 2024 November 17];13(24). doi: 10.3390/w13243606

A. Harasti, G. Gilja, K. Potočki and M. Lacko, "Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review", Water, vol. 13(24), 2021. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:210628. [Accessed: 17 November 2024]

Metadata
Title (english)Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review
AuthorAntonija Harasti
AuthorGordon Gilja
AuthorKristina Potočki
AuthorMartina Lacko
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
Bridge piers on large rivers are often protected from scouring using launchable stone, such as a riprap sloping structure. While such scour countermeasures are effective for pier protection, they significantly alter flow conditions in the bridge opening by overtopping flow and flow contraction, deflecting the formation of the scour hole downstream and exposing the downstream riverbed to additional scour. This paper provides a comprehensive and relevant review of bridge scour estimation methods for piers with a riprap sloping structure installed as a scour countermeasure. Research on empirical methods for bridge scour estimation is reviewed and analyzed with formulae used for comparable structures—complex pier formulae and formulae for river training structures. A summary of relevant formulae applicable to piers with installed scour countermeasures is provided, as well as a discussion on the possible future research directions that could contribute to the field.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleWater
Numberingvol. 13(24), 3606
e-ISSN2073-4441
DOIhttps://doi.org/10.3390/w13243606
URN:NBNurn:nbn:hr:237:210628
Publication2021
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-09-04 10:47:15