Pregled bibliografske jedinice broj: 431791
Modelling of wave interaction with submerged breakwater using MIKE 21 BW -part II
Modelling of wave interaction with submerged breakwater using MIKE 21 BW -part II // Proceedings of Eleventh international Symposium on Water Management and hydraulic Engineering, WMHE 2009, / Popovska, Cvetanka ; Jovanovski, Milorad (ur.).
Skopje: JOFI Sken, 2009. str. 169-180 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 431791 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Modelling of wave interaction with submerged breakwater using MIKE 21 BW -part II
Autori
Carević, Dalibor ; Prsić, Marko ; Ocvirk, Eva
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of Eleventh international Symposium on Water Management and hydraulic Engineering, WMHE 2009,
/ Popovska, Cvetanka ; Jovanovski, Milorad - Skopje : JOFI Sken, 2009, 169-180
ISBN
978-9989-2469-6-8
Skup
SYMPOSIUM on Water Management and Hydraulic Engineering, 11th, 2009, Ohrid, Macedonia
Mjesto i datum
Ohrid, Sjeverna Makedonija, 01.09.2009. - 05.09.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
submerged breakwater; Boussinesq model; surface roller; transmission coefficient; wave period; wave height
Sažetak
Submerged breakwaters are simple constructions which attenuate wave energy in area beyound breakwaters. Appliance of such constructions can achieve multiple benefits like coast erosion reduction, cheapest coast constructions, overtopping reduction, force reduction etc. Also, the great contribution from cultural point is preservation of old historical town sights and landscapes. Submerged breakwater design requires determining of transmission energy amount, which defines the protection level of aquatory or constructions behind breakwater. Irregular waves transmission over submerged breakwater was analyzed in numerical model, MIKE 21 BW 1D. Results from this model were compared with laboratory measurements in physical model tests (Johnson, 2005), also with empirical models (D`Argenmond, 1996, Seabrook, 1998, Buccino, 2007). In model MIKE 21 BW 1D, wave breaking was calculated with modified breaking angle parameters of surface roller concept. Transmission coefficients obtained from numerical model have shown good agreement with measured data and empirical model data. Also, transmission of wave period (mean and significant) was analized with numerical model for different wave parameters and geometrical parameters of breakwater.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0822994-2175 - Utjecaj okoliša na oblikovanje i dimenzioniranje vodnih građevina (Carević, Dalibor, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb