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Increase of Wave Height Due to Transition in Wind Direction – Example: Rijeka Bay
Electronic journal of the Faculty of Civil Engineering Osijek - e-GFOS, 18 (2019); 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. i 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, 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. 18, 2019, str. 57-70. https://doi.org/10.13167/2019.18.6

Lončar, Goran, Željko Šreng, Hanna Miličević i 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 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, 18, str. 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. [pristupljeno 03.11.2024.];18:57-70. doi: 10.13167/2019.18.6

G. Lončar, Ž. Šreng, H. Miličević i 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. 18, str. 57-70, 2019. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:486241. [Citirano: 03.11.2024.]

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Podaci o radu
Naslov (engleski)Increase of Wave Height Due to Transition in Wind Direction – Example: Rijeka Bay
AutorGoran Lončar
AutorŽeljko Šreng
AutorHanna Miličević
AutorSanja Ostojić
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
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 deep- water 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.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaElectronic journal of the Faculty of Civil Engineering Osijek - e-GFOS
Brojčani podacivol. 18, str. 57-70
e-ISSN1847-8948
DOIhttps://doi.org/10.13167/2019.18.6
URN:NBNurn:nbn:hr:237:486241
Datum objave publikacije2019
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
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Datum i vrijeme pohrane2024-09-05 11:26:12