Abstract

Limited research has been directed toward coastal protection infrastructure compared to other types of infrastructure, despite the increasing global population in low-elevated coastal regions and the threats posed by climate change. This paper presents a risk-based asset management framework for coastal protection structures that improves accuracy with each inspection. The framework consists of five components: the Coastal Asset Inventory (CAI), Inspection and Condition Assessment (ICA) module, Backward Markovian Deterioration Model (BMDM), Forward Markovian Deterioration Model (FMDM), and Intervention Policy Engine (IPE). The framework addresses challenges in accurately predicting coastal structure deterioration due to uncertainties in wave loading conditions and the need for frequent inspections. It is applied to rubble-mound breakwaters in Alexandria, Egypt. The BMDM and FMDM models are developed based on inspection data, and the IPE optimizes interventions considering structural condition, risk thresholds, and budget constraints. Results showed that long-term deterioration estimates occur at an accelerated rate with an increase in inspection points, triggering earlier interventions. However, the framework proves reliable even with only two inspection points, allowing asset managing agencies to implement the model based on the structural condition at the year of construction and a minimum of two inspections. The proposed risk-based asset management framework provided a comprehensive approach to managing coastal protection infrastructure, reducing risks to life and property. By accurately predicting deterioration and optimizing intervention decisions, the framework can greatly assist in the effective management and maintenance of coastal assets. This is vital in ensuring the safety of coastal populations facing global climate change and demographic growth.

Practical Applications

Coastal protection structures are crucial for safeguarding coastal populations in the face of climate change and demographic growth. This research paper introduces a risk-based asset management framework for coastal protection structures, with practical applications for coastal management agencies and practitioners. The framework addresses the challenges of predicting coastal structure deterioration and optimizing intervention decisions. The framework consists of five components: the Coastal Asset Inventory (CAI), Inspection and Condition Assessment (ICA), Backward Markovian Deterioration Model (BMDM), Forward Markovian Deterioration Model (FMDM), and Intervention Policy Engine (IPE). It has been successfully applied to rubble-mound breakwaters in Alexandria, Egypt. The practical implications are significant: The framework enables asset managers to make informed decisions on coastal infrastructure maintenance and interventions, reducing risks to life and property. It provides a comprehensive approach to managing coastal protection infrastructure and ensuring the safety of coastal populations. By accurately predicting deterioration and optimizing interventions, the framework supports effective management and maintenance of coastal assets. Its reliability and flexibility make it a valuable tool for coastal management practitioners, promoting sustainable development and safeguarding coastal areas. With its potential for broader application, this risk-based asset management framework offers practical solutions for coastal protection worldwide.

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Data Availability Statement

All data, models, and codes generated or used during the study are available from the corresponding author by request: CAI, ICA, BMDM, FMDM, and IPE.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 38Issue 3June 2024

History

Received: Jul 31, 2023
Accepted: Nov 30, 2023
Published online: Feb 26, 2024
Published in print: Jun 1, 2024
Discussion open until: Jul 26, 2024

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Ph.D. Candidate, Dept. of Construction and Building Engineering, College of Engineering and Technology, Arab Academy for Science, Technology and Maritime Transport, Cairo 2033, Egypt; Systems Development Manager, Construction and Reconstruction Engineering Co. (Dorra Contracting), Building K, The Courtyard, Sheikh Zayed City, Giza 12588, Egypt (corresponding author). ORCID: https://orcid.org/0000-0002-9529-2776. Email: [email protected]; [email protected]
Mahmoud Sami [email protected]
Ph.D. Student, Dept. of Construction and Building Engineering, College of Engineering and Technology, Arab Academy for Science, Technology and Maritime Transport, Cairo 2033, Egypt. Email: [email protected]
Abdelhay Badawy [email protected]
Ph.D. Student, Dept. of Construction and Building Engineering, College of Engineering and Technology, Arab Academy for Science, Technology and Maritime Transport, Cairo 2033, Egypt. Email: [email protected]
Emad Elbeltagi, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, College of Civil Engineering, Qassim Univ., Buraydah 51452, Saudi Arabia; Professor, Faculty of Engineering, Mansoura Univ., Mansoura 35516, Egypt. Email: [email protected]
Ossama Hosny [email protected]
Professor, Dept. of Construction Engineering, School of Science and Engineering, American Univ. in Cairo, New Cairo 11835, Egypt. Email: [email protected]
Professor of Coastal Engineering and Head of the Hydrodynamic Department, Coastal Research Institute, National Water Research Centre, Cairo 21514, Egypt. ORCID: https://orcid.org/0000-0003-1406-9191. Email: [email protected]
Senior Project Manager, Capital Projects, VIA Rail Canada Inc., 3 PVM Suite 500, Montreal, QC, Canada H3B 2C9; Lecturer, Dept. of Civil Engineering, Toronto Metropolitan Univ., 221–341 Church St., Toronto, ON, Canada M5B 2K3. ORCID: https://orcid.org/0000-0001-6492-6767. Email: [email protected]; [email protected]

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