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undergraduate thesis
Procjena prelijevanja valova preko vertikalnih lukobrana
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2019. urn:nbn:hr:157:870252
Dundović, Paola
University of Rijeka
Faculty of Civil Engineering

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Dundović, P. (2019). Procjena prelijevanja valova preko vertikalnih lukobrana (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:870252

Dundović, Paola. "Procjena prelijevanja valova preko vertikalnih lukobrana." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:870252

Dundović, Paola. "Procjena prelijevanja valova preko vertikalnih lukobrana." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:870252

Dundović, P. (2019). 'Procjena prelijevanja valova preko vertikalnih lukobrana', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 20 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:870252

Dundović P. Procjena prelijevanja valova preko vertikalnih lukobrana [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2019 [cited 2024 April 20] Available at: https://urn.nsk.hr/urn:nbn:hr:157:870252

P. Dundović, "Procjena prelijevanja valova preko vertikalnih lukobrana", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:157:870252

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Metadata
TitleProcjena prelijevanja valova preko vertikalnih lukobrana
Title (english)Assessment of wave overtopping over vertical breakwaters
AuthorPaola Dundović
MentorNino Krvavica (mentor)
MentorIgor Ružić (komentor)
Committee memberNino Krvavica (predsjednik povjerenstva)
Committee memberIgor Ružić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2019-09-18, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Hydrotechnology
Abstract
U ovome je radu detaljno opisana metodologija procjene prelijevanja valova preko vertikalnih lukobrana. Također su prikazane i dopuštene vrijednosti preljevnog protoka i volumena kojih se treba pridržavati prilikom projektiranja obalnih konstrukcija. Nakon opisa metodologije proračuna prelijevanja, dan je praktični primjer proračuna prelijevanja vertikalnog lukobrana, pri čemu se varirala visina zaštitnog zida kako bi se osigurali unaprijed definirane vrijednosti dopuštenog prelijevanja. Za svaku visinu zida provedeni su proračuni stabilnosti lukobrana prema metodi Goda te je na kraju dan prikaz utjecaja dopuštenog prelijevanja na potrebnu količinu materijala za izgradnju lukobrana.
Abstract (english)
This paper describes in detail the methodology for estimating overtopping of waves over vertical breakwaters. The allowed overtopping discharges and volumes are also shown, which should be considered when designing coastal structures. After the description of the overtopping calculation methodology, a practical example of the overtopping over vertical breakwaters is shown, where the height of the protective wall was varied to satisfy the predefined values for the allowed overtopping. The breakwater stability calculations were performed for each wall height according to the Goda method, and finally, the effect of the allowed overtopping on the amount of material for the construction of the breakwater was presented.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:870252
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
RepositoryRepository of the University of Rijeka, Faculty of Civil Engineering
Created on2019-10-15 09:30:38

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