prikaz prve stranice dokumenta Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review
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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

Institucijski repozitorij: Repozitorij Građevinskog fakulteta Sveučilišta u Zagrebu

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Harasti, A., Gilja, G., Potočki, K. i 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 i 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. [pristupljeno 07.09.2024.];13(24). doi: 10.3390/w13243606

A. Harasti, G. Gilja, K. Potočki i M. Lacko, "Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review", Water, vol. 13(24), 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:210628. [Citirano: 07.09.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:237:210628
Podaci o radu
Naslov (engleski)Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review
AutorAntonija Harasti
AutorGordon Gilja
AutorKristina Potočki
AutorMartina Lacko
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
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.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaWater
Brojčani podacivol. 13(24), 3606
e-ISSN2073-4441
DOIhttps://doi.org/10.3390/w13243606
URN:NBNurn:nbn:hr:237:210628
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 10:47:15