Tarragona's Superyacht Marina

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THE HOME Marina Port Tarraco in the heart of the Mediterranean OF GIANTS E U R O P E Tarragona’s Superyacht Marina Bilbao Cannes 295 NM Monaco Viareggio Saint Tropez 431 NM Barcelona 273 NM S P A I N 46 NM Corsica Rome Lisboa Madrid TARRAGONA 356 NM 41º 05’ N 1º 14’ E Valencia Ibiza 107 NM 118 NM Mallorca Sardinia 102 NM 340 NM Mediterranean sea Gibraltar www.porttarraco.com Muelle de la Costa, Tinglado 3 43004 Tarrragona - Spain +34 977 244 173 [email protected] Marina Port Tarraco is a deep-water marina in Tarragona • ISPS code compliance • Internet and satellite TV • Authorized Economic Operator (AEO) • Closed circuit television 24-hour security (Spain) designed to provide superyachts with the highest • 33 berths from 45 to 160 metres in length • Exclusive customer service quality services and offers 33 berths between 45 and 160 • More than 9 metres average draft • Commercial and leisure area • Total basin area of 150,000 m2 • Commercial rental space metres with a 24-hour security service. • Waiting dock of 140 metres in length • Storage rooms • Electrical outlets up to 1,600 amps at 400 V • Waste pickup MARPOL certificate The Marina is created and equipped to offer managers, captains and crews without any • 6,600 V / 2,000 VA electrical connection • Berthing assistance on arrival and departure absolute privacy and security protocols to ensure limitation. A variety of specialized companies can for superyachts • Fitness centre personalized services to any kind of superyacht provide services and supplies to all the superyachts • Wastewater discharge at each berth • Courtesy van with driver available on the market today, their owners, that are moored in Marina Port Tarraco. • Potable water • ATM (automated teller machine) World-class facilities in Marina Port Tarraco for superyachts CITY CENTER P BEACH COSTA DOCK SERRALLO 5 5 0 8 8 6 6 150x30 160x32 70x1 70x1 90x1 90x1 80x1 80x1 100x2 PEDESTRIAN ACCESS COSTA FINGER PARKING 2 ACCESS 50x1 50x1 2 60x1 4 AMPHITHEATER 70x1 5 ACCESS CONTROL 80x1 6 BEACH BERTH MIX 80x1 6 Length Beam Berths BUSINESS (m) (m) (nº) 70x1 5 45 10 5 CITY CENTER 50 12 2 60x1 4 KID’S ZONE 60 14 2 45x1 0 70 15 7 LEVANTE DOCK 45x1 MOBILE BRIDGE 80 16 4 0 90 18 3 45x1 0 MUSEUM B6 100 20 3 45x1 0 PARKING 115 22 2 45x1 0 130 25 3 POLICE 150 30 1 LLEIDA FINGER 160 32 1 5 PORT MUSEUM 5 Total 33 5 2 130x2 2 130x2 0 RESTAURANT 5 130x2 0 115x2 8 115x2 B5 5 70x1 100x2 5 SPORTS ZONE 100x2 90x1 70x1 LLEIDA DOCK 70x1 SHOPPING B1 B2 B3 B4 41º05’N1º14’E.

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Structural Assessment of a Roman Aqueduct “Pont Del Diable” in Tarragona by F.E.M
Structural assessment of a roman aqueduct “Pont del Diable” in Tarragona by F.E.M. Jaume FABREGAT1, Anna ROYO1, Agustí COSTA 2, Gerard FORTUNY3, Josep LLUÍS4. (1)Architecture Student, ETSAR, University Rovira i Virgili, Reus, Spain. [email protected], [email protected]. (2) Pd.D., Student, ETSAR, University Rovira i Virgili, Reus, Spain. (3) Pd.D., Informatics Engineering and Mathematics Department, ETSAR, University Rovira i Virgili, Reus, Spain. (4) Pd.D., Construction Department, ETSAR, University Rovira i Virgili, Reus, Spain. Abstract The object of study is a roman aqueduct which construction was ordered by Emperor Augustus the first century b.C. in Tarraco, a city in the north of Spain, today known as Tarragona. The city was declared Heritage of Humanity by UNESCO in 2000, some restoration works were planed since then and those concerned the aqueduct as well. The restoration work consisted of a landscape performance and a physical and mechanical review of the aqueduct state in order to reinforce it if it was required. The landscape performance had the responsibility to rehabilitate a green area. Its direct relation with the River Francolí makes it a performance of great interest for the city, since it is its most important green corridor. The study analyzes the entire structure of the bridge considering several load cases. The purpose is to obtain data about the structure physical and mechanical behavior. With this information we will reach several conclusions concerning deformation and stress parameters. Hypothesis of load cases will take into account weathering effects since these would have changed stone properties through the years.
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