Technical Papers
Sep 26, 2019

Prioritizing Rubble-Mound Breakwater’s Repairs Using a Multicriteria Approach

Publication: Journal of Performance of Constructed Facilities
Volume 33, Issue 6

Abstract

Maritime works deteriorate continuously and at a certain moment in time are in need of some sort of repair. Usually the decision maker seeks technical advice and has to consider the resources available. A literature review showed great limitations in the tools that are today in use. This paper presents the implementation of a decision support methodology to prioritize repairs in rubble-mound breakwaters using MACBETH. Models for the benefits of repairing breakwaters, which are based on visual inspection data only, were created, and an expert meeting was held—the decision conference—following MACBETH. As outputs, the criteria, the value functions, and the weights to obtain scores were generated. Yet, using the condition indices set for the different levels of analysis of the breakwater, the decision maker will decide whether and how to intervene. The analysis uses MACBETH for calculating the scores and considers the benefits of the interventions in the armor layer for a breakwater divided into reaches. Costs and benefits are used afterward to prioritize the interventions. The common issue of the limited budget available is solved by applying portfolio—set of interventions—creation methods. The Ericeira rubble-mound breakwater (Portugal), which shows some signs of deterioration, was selected as a case study to illustrate the methodology. Interesting enough, the use of this new methodology shows what are the reaches that must be repaired in the very first place, which was not evident when using conventional analysis. The breakwater head gets the largest benefits in being repaired.

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Acknowledgments

The authors would like to acknowledge Ir. Morim de Oliveira, Ir. Carlos Costa, Ir. Ernesto Carneiro, and Ir. João Bana e Costa. The authors would also like to acknowledgethe Direcção Geral de Recursos Naturais, Segurança e Serviços Marítimos (DGRM) for the permission to use the data from the Ericeira breakwater. This work was supported by WW—Consultores de Hidráulica e Obras Marítimas and FCT—Fundação para a Ciência e Tecnologia through the Doctoral Grant No. SFRH/BDE/93035/2013.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 33Issue 6December 2019

History

Received: Sep 20, 2018
Accepted: Mar 25, 2019
Published online: Sep 26, 2019
Published in print: Dec 1, 2019
Discussion open until: Feb 26, 2020

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Authors

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Civil Engineer, Maritime Works Dept., MSW—Estudos e Projetos de Obras Marítimas, Lda., Praça de Alvalade, n°7 6°Dto, 1700-136 Lisboa, Portugal (corresponding author). ORCID: https://orcid.org/0000-0002-3638-4697. Email: [email protected]; [email protected]
António Trigo-Teixeira, Ph.D.
Associated Professor, Centro de Estudos de Hidráulica, Recursos Hídricos e Ambiente/Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisboa, Portugal.
António Sanches do Valle
Deceased May 2019; formerly, Civil Engineer, WW—Consultores de Hidráulica e Obras Marítimas, S.A., Rotunda Nuno Rodrigues dos Santos, 1-B 10°, 2685-223 Portela LRS, Portugal.
Maria Amélia Araújo, Ph.D.
Senior Hydrodynamic Modeler, Ocean Processes and Systems, Centre for Environment Fisheries and Aquaculture Science, Pakefield Rd., Lowestoft, Suffolk NR33 0HT, UK.

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