Pregled bibliografske jedinice broj: 733348
PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA)
PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA) // Application of Physical Modelling to Port and Coastal Protection / Penchev, Valerie ; Taveira Pinto, Francisco (ur.).
Varna: Black Sea-Danube Coastal Research Association (BDCA), 2014. str. 235-243 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA)
Autori
Carević, Dalibor ; Lončar, Goran ; Andročec, Vladimir ; Paladin, Marin
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Application of Physical Modelling to Port and Coastal Protection
/ Penchev, Valerie ; Taveira Pinto, Francisco - Varna : Black Sea-Danube Coastal Research Association (BDCA), 2014, 235-243
ISBN
978-619-90271-1-0
Skup
5th International Conference Coastlab14
Mjesto i datum
Varna, Bugarska, 2014
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
terminal pier-port of Rijeka; physical model; numerical modelling; container terminal; reflection characteristics
Sažetak
The results of the performed research of wave characteristics in front of the Rijeka Port, after the planned execution of the Container Terminal Pier, are presented. For further development and increase of the container traffic in Rijeka Port – Croatia (Fig. 1) it is necessary to create new operational areas. Marine construction works for Container Terminal Pier extends approximately 720 m in length along the coast line, having maximum breadth of approximately 180 m. Deck structure was designed as a monolith concrete plate, having sea-front crown at +4.05 masl. Supporting structure consisted of concrete caissons designed and arranged in number of rows (along the coastline) and columns (perpendicular to the coastline) to maintain structural integrity of the construction. In between caisson rows and columns, armor slope was designed to dissipate incident wave energy.
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