Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Design of the Western Breakwater for the Outer Port at Punta Langosteira, A Coruña, Spain

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

ABSTRACT

This paper describes the design process and hydraulic stability tests corresponding to the western breakwater in the outer port at Punta Langosteira (A Coruña, Spain). This breakwater is the second phase of the 1.35 km-long secondary breakwater; the first phase was the single-layer Cubipod armored southern breakwater. The western breakwater is protected with a single-layer 25- and 30-tonne Cubipod armor in the trunk and a double-layer 45-tonne Cubipod armor in roundhead. The design was validated with small-scale 3D tests of the two alignments of trunk and the roundhead. 1,360 15- and 25-tonne Cubipod units are being re-used from the Southern and Northern breakwaters, completed in 2012 and 2013, respectively. 6,670 new 25-, 30-and 45-tonne Cubipods were manufactured using 25 vertical formworks and 87 bases, in a 24 hour/day work cycle and 3.5 units/day/formwork with a 6-hour demolding time; 1,100 m3/day of concrete was consumed and Cubipods were piled up to five levels. The construction of the western breakwater started in April 2015; armor is being completed before the winter season and a crown-wall is planned to be built during the summer of 2016.

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ACKNOWLEDGEMENTS

The authors acknowledge the data and information provided by the A Coruña Port Authority and the consortium SATO-DRAGADOS-Arias Hermanos-DRACE and the research support of the Spanish Ministry of Economy and Competitiveness (grant BIA2012-33967).

REFERENCES

Burcharth, H.F., Maciñeira, E., and Noya, F. (2015). Design, construction and performance of the main breakwater of the new outer port at Punta Langosteira, A Coruña, Spain, in Design of Coastal Structures and Sea Defenses, Ed. Y.C. Kim, World Scientific, 23-76.
Corredor, A., Santos, M., Peña, E., Maciñeira, E., Gómez-Martín, M.E., and Medina, J.R. (2014). Single-layer Cubipod armored breakwaters in Punta Langosteira (Spain). Proc. of 34th International Conference on Coastal Engineering, ASCE, 34(2014), structures.12.
Maciñeira, E., Peña, E., Bajo, V. Sande, J., and Noya, F. (2015). Probabilistic design of the secondary breakwater in the new harbour basin of the Outer Port of A Coruña (Spain). Proc. Coastal Structures & Solutions to Coastal Disaster Joint Conference ASCE, Boston (Massachusetts), 9-11 Sep. 2015 (in press).
Medina, J.R. and Gómez-Martín, M. E. (2012). KD and safety factors of concrete armor units. Proceedings of 33rd International Conference on Coastal Engineering, ASCE, 33(2012), structures.29.
ROM 1.0-09 (2010). Recommendations for the Project Design and Construction of Breakwaters (Part I: Calculation and Project Factors. Climate Agents). Puertos del Estado, Madrid, December 2010, 520 p.

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Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 828 - 837
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

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Published online: Jul 11, 2017
Published in print: Jul 11, 2017

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Authors

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Josep R. Medina [email protected]
Univ. Politècnica de València, ETSI Caminos, Camino de Vera s/n, 46022 Valencia, Spain. E-mail: [email protected]
M. Esther Gómez-Martín [email protected]
Univ. de Alicante, Dep. Civil Engineering, 03690 San Vicente del Raspeig, Alicante, Spain. E-mail: [email protected]
Enrique Peña [email protected]
Univ. da Coruña, ETSI Caminos, Campus de Elviña, 15071 A Coruña, Spain. E-mail: [email protected]
Antonio Corredor [email protected]
SATO (OHL Group), Paseo de la Castellana 259-D-10a, “Torre Espacio”, 28046 Madrid, Spain. E-mail: [email protected]

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