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Scientific paper - Original scientific paper
INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY
Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 10 (2019), 18; 57-70. https://doi.org/10.13167/2019.18.6
Lončar, Goran; Šreng, Željko; Miličević, Hanna; Ostojić, Sanja

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Lončar, G., Šreng, Ž., Miličević, H. & Ostojić, S. (2019). INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 10. (18), 57-70. doi: 10.13167/2019.18.6

Lončar, Goran, et al. "INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 10, no. 18, 2019, pp. 57-70. https://doi.org/10.13167/2019.18.6

Lončar, Goran, Željko Šreng, Hanna Miličević and Sanja Ostojić. "INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 10, no. 18 (2019): 57-70. https://doi.org/10.13167/2019.18.6

Lončar, G., et al. (2019) 'INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 10(18), pp. 57-70. doi: 10.13167/2019.18.6

Lončar G, Šreng Ž, Miličević H, Ostojić S. INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2019 [cited 2022 May 19];10(18):57-70. doi: 10.13167/2019.18.6

G. Lončar, Ž. Šreng, H. Miličević and S. Ostojić, "INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 10, no. 18, pp. 57-70, 2019. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:516825. [Accessed: 19 May 2022]

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Title (english)INCREASE OF WAVE HEIGHT DUE TO TRANSITION IN WIND DIRECTION – EXAMPLE: RIJEKA BAY
Title (croatian)RAST VALNIH VISINA PRI TRANZICIJI SMJERA VJETRA – PRIMJER RIJEČKOG ZALJEVA
AuthorGoran Lončar
AuthorŽeljko Šreng
AuthorHanna Miličević
AuthorSanja Ostojić
MBZ: 14450
Author's institutionUniversity of Zagreb
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
Surface wind wave dynamics were analyzed during wind transition from the third to the fourth quadrant, with the transition from Sirocco to Libeccio used as an example. This research is focused on the deepwater area in front of the Rijeka port. The analyses utilized a numerical model for wave generation, covering the entire Adriatic basin. Numerical simulations were conducted for relevant situations during the period 1998-2001. The numerical model was forced by the wind field obtained from the Aladin-HR atmospheric model. Numerical simulations were conducted in two steps, initially using hypothetical scenarios with homogenous and stationary wind fields, followed by simulations based on nonstationary wind fields from the Aladin-HR atmospheric model. The first step was used to confirm the hypothesis that significant wave heights rise during the transition of wind direction in the analyzed area. Model simulations in step two verified the assumption that the observed phenomenon can also occur in real atmospheric conditions.The results of the model simulations indicate the onset of a significant wave height increase during the transition of wind direction from the SSE to SW in a wider area that includes Kvarner and Rijeka bay. The increase in wind velocity results in a more noticeable significant wave height maximum.
Abstract (croatian)
Analizirana je dinamika valnih visina tijekom tranzicije smjera vjetra iz trećeg u četvrti kvadrant, poglavito juga u lebić. Područje istraživanja fokusirano je na dubokovodno područje ispred luke Rijeka. U analizama je primijenjen numerički model valnog generiranja s obuhvatom cijelog jadranskog bazena. Numeričke simulacije su provedene za relevantne situacije tijekom razdoblja 1998. - 2001. godine. Numerički model je forsiran poljem vjetra dobivenim iz atmosferskog modela Aladin/HR. Numeričke simulacije provedene su u dva koraka, inicijalno korištenjem hipotetskih scenarija s djelovanjem homogenog i stacionarnog polja vjetra te nastavno primjenom nestacionarnog polja vjetra iz atmosferskog modela Aladin/Hr. Prvom koraku istraživanja cilj je potvrditi hipoteze o rastu izrazitih valnih visina tijekom tranzicije smjera vjetra u analiziranom području. Modelske simulacije u drugom koraku potvrđuju pretpostavku da uočena fenomenologija može nastupiti i u realnim atmosferskim uvjetima. Rezultati modelskih simulacija ukazuju na pojavu ekstrema HS u situacijama kada tranzicija smjera vjetra iz JJI u JZ nastupa u širem području koje uključuje i Kvarner i riječki zaljev. Veća brzina vjetra rezultira izraženijim ekstremom Hs.
Keywords (english)
Keywords (croatian)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleElectronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS
Numberingvol. 10, no. 18, pp. 57-70
e-ISSN1847-8948
DOIhttps://doi.org/10.13167/2019.18.6
URN:NBNurn:nbn:hr:133:516825
Publication2019
Document URLhttps://hrcak.srce.hr/222869
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) icon
Created on2019-09-19 11:11:39