M. van Koningsveld
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1
From linear to circular port maintenance dredging
A case study of beneficial reuse of dredged material for dike reinforcement
Maintenance dredging is essential for navigability but often follows linear “extract–dispose” practices that lead to material loss and offshore impacts. This study develops a structured framework to quantify circularity in maintenance dredging and evaluates how sediment reuse can contribute to regenerative port management. The central question is how circularity, through material retention, reuse, and reduced environmental impact, can be measured and compared against conventional offshore disposal strategies.
Methods
A circularity assessment framework was developed by integrating circular economy principles with process-based modeling of dredging operations. The framework combines operational, environmental, and material performance dimensions and applies the Material Re-utilization Score (MRS) and Material Circularity Indicator (MCI) to quantify sediment retention and flow quality. A discrete-event simulation using OpenCLSim was coupled with physics-based power, energy, and emission models to analyze two scenarios at the Port of Delfzijl (the Netherlands): (1) linear offshore disposal with a Trailing Suction Hopper Dredger, and (2) circular reuse through discharge into clay-ripening compartments for dike reinforcement. Event tables were used to structure activities, operational durations, energy use, emissions, and sediment state transformations.
Results
The circular scenario achieved substantial material recovery (MRS = 0.87; MCI = 0.78), whereas offshore disposal resulted in zero circularity. Despite higher establishment costs and longer total project duration due to ripening, the circular scenario required 23% less operational energy and produced fewer emissions, primarily because of shorter sailing distances. Operational dredging time was comparable between scenarios, demonstrating that circularity does not inherently reduce efficiency. The event-table approach revealed explicit trade-offs between logistics, material degradation, energy use, and utility of the final clay product. Overall, transitioning to circular dredging requires upfront investment but yields long-term value through resource retention and reduced dependence on offshore disposal.
Conclusions
This study provides a quantitative framework for assessing circularity in maintenance dredging and demonstrates its practical applicability through a real port case. Circular reuse of dredged sediment offers measurable material and environmental benefits despite increased preparation requirements. The framework enables evidence-based comparison of linear and circular strategies, supporting decision-makers seeking to advance regenerative, resource-efficient, and sustainable port maintenance practices. ...
Maintenance dredging is essential for navigability but often follows linear “extract–dispose” practices that lead to material loss and offshore impacts. This study develops a structured framework to quantify circularity in maintenance dredging and evaluates how sediment reuse can contribute to regenerative port management. The central question is how circularity, through material retention, reuse, and reduced environmental impact, can be measured and compared against conventional offshore disposal strategies.
Methods
A circularity assessment framework was developed by integrating circular economy principles with process-based modeling of dredging operations. The framework combines operational, environmental, and material performance dimensions and applies the Material Re-utilization Score (MRS) and Material Circularity Indicator (MCI) to quantify sediment retention and flow quality. A discrete-event simulation using OpenCLSim was coupled with physics-based power, energy, and emission models to analyze two scenarios at the Port of Delfzijl (the Netherlands): (1) linear offshore disposal with a Trailing Suction Hopper Dredger, and (2) circular reuse through discharge into clay-ripening compartments for dike reinforcement. Event tables were used to structure activities, operational durations, energy use, emissions, and sediment state transformations.
Results
The circular scenario achieved substantial material recovery (MRS = 0.87; MCI = 0.78), whereas offshore disposal resulted in zero circularity. Despite higher establishment costs and longer total project duration due to ripening, the circular scenario required 23% less operational energy and produced fewer emissions, primarily because of shorter sailing distances. Operational dredging time was comparable between scenarios, demonstrating that circularity does not inherently reduce efficiency. The event-table approach revealed explicit trade-offs between logistics, material degradation, energy use, and utility of the final clay product. Overall, transitioning to circular dredging requires upfront investment but yields long-term value through resource retention and reduced dependence on offshore disposal.
Conclusions
This study provides a quantitative framework for assessing circularity in maintenance dredging and demonstrates its practical applicability through a real port case. Circular reuse of dredged sediment offers measurable material and environmental benefits despite increased preparation requirements. The framework enables evidence-based comparison of linear and circular strategies, supporting decision-makers seeking to advance regenerative, resource-efficient, and sustainable port maintenance practices.
Sustainable port maintenance
Dredging equipment selection in time-emission trade-offs
Maintenance dredging in ports and waterways is essential to ensure safe navigation. With increasing regulatory pressure on the maritime sector to reduce exhaust emissions, both dredging contractors and port authorities are seeking effective mitigation strategies. However, accurate emission estimates for maintenance dredging activities are still limited in the literature and often rely on experiential knowledge rather than scientific methodologies. This study suggests a method for estimating emissions and comparing alternative maintenance dredging strategies by quantifying trade-offs between project duration, energy consumption, and emissions. The method integrates vessel characteristics, project specifications, and sediment properties to allow for situation-specific, realistic assessments. A discrete-event simulation is used to evaluate two alternative scenarios, offering insights into the impact of key parameters on vessel selection and overall operational efficiency. The method is demonstrated using a case study of the Port of Ramsgate (UK), where estimated results are compared with real-world data for validation. Finally, the study outlines theoretical and managerial implications and suggests directions for future research.
To support a modal shift toward sustainable freight solutions, such as inland waterway transport (IWT), researchers and practitioners require long-term historical data on IWT freight flows. However, such comprehensive time series have been unavailable until now. This study addresses this gap by presenting a harmonized dataset encompassing 50 years (1970–2023) of IWT freight data across Europe, with a focus on the Rhine-Alpine Corridor. The dataset includes transport volumes (in tonnes) and transport performance (in ton-kilometers), classified according to NST-R, NST2007, and CCR nomenclatures. To ensure data continuity and completeness, processing techniques—including imputation and optical character recognition—were applied. The dataset offers valuable insights for researchers, policymakers, and transport planners aiming to comprehend and enhance the role of IWT in Europe’s freight transport landscape.
Navigation locks enable vessel transit between separated water bodies but also induce water exchange, leading to saltwater intrusion. During droughts, operational strategies that limit this intrusion cause vessel delays. Consequently, accurate estimation of the salt intrusion is essential for optimising these strategies. Current analytical lock exchange models, such as the Sea Lock Formulation, are a suitable and computationally efficient option for this purpose. However, the performance of these models relies on scarce gate-status data of the lock operation. To overcome this challenge, we present a novel method integrating the Sea Lock Formulation with the nautical traffic model OpenTNSim to derive time-varying lock operation parameters from accessible vessel data. This approach uniquely enables simultaneous evaluation of mitigation strategies on both saltwater intrusion and traffic performance. Applied to the world’s largest lock at IJmuiden, the model is validated against measured salt concentration and operation records. When forecasting, our method significantly improves the accuracy of the analytical models, reducing long-term salt intrusion errors from (Formula presented) % to (Formula presented) %. This marks a critical advancement toward a systematic exploration of tradeoffs between hydraulic and nautical objectives, enabling, for the first time, integrated lock management strategies that balance hydraulic protection with nautical efficiency in closed waterway systems.
Digital twins for zero-emission inland waterway transport
Developing digital twins for zero-emission and climate-resilient inland waterway transport
Addressing these challenges requires an integrated approach linking multiple systems, domains, and spatial and temporal scales. A digital twin can provide such a framework by integrating logistics, infrastructure constraints, environmental conditions, fleet composition, operational dynamics, and energy systems. This enables stakeholders to assess operational, tactical, and strategic decisions within a consistent digital environment. ...
Addressing these challenges requires an integrated approach linking multiple systems, domains, and spatial and temporal scales. A digital twin can provide such a framework by integrating logistics, infrastructure constraints, environmental conditions, fleet composition, operational dynamics, and energy systems. This enables stakeholders to assess operational, tactical, and strategic decisions within a consistent digital environment.
The Role of Transfer Hubs in Climate-Resilient Porthinterland Connections
Implications for Port Competition
Objectifying Inland Shipping Decision Frameworks
A Case Study on the Climate Resilience of Dutch Inland Waterway Transport Policies
Trading off dissimilar stakeholder interests
Changing the bed level of the main shipping channel of the Rhine-Meuse Delta while considering freshwater availability
Climate change and socioeconomic developments have led to highly stressed estuarine systems in which dissimilar and conflicting stakeholder interests can no longer be satisfied simultaneously, inevitably resulting in trade-offs. Since translating these stakeholder interests into quantifiable performance indicators is challenging, policy and decision-makers are often bound to qualitative trade-off assessments, potentially resulting in suboptimal system interventions. In this paper, we assess the well-known socioeconomic trade-off in estuaries worldwide: port accessibility versus freshwater availability. We consider the severely dry year of 2022 in the Rhine-Meuse Delta, for which we assess the effects of bed level change. To quantify the trade-off, we apply a general framework of performance indicators determined based on models that use the output of a validated hydrodynamic model, including salt transport. Port accessibility was quantified based on vessel waiting times, using a data-driven nautical traffic model. For the performance indicator of freshwater availability, we developed a metric that includes storage capacity. The method resulted in a trade-off curve showing improved freshwater availability and deteriorated port accessibility for decreasing bed level. This trade-off curve provides valuable insights into system interventions in a multidisciplinary setting, being an intuitive visualisation showcasing the (non-monetary) benefits and costs for different stakeholders with dissimilar interests. As the method could be expanded and applied further, this study aids quantitative policy and decision-making.
Merging Multiple System Perspectives
The Key to Effective Inland Shipping Emission-Reduction Policy Design
The inland waterway transport sector is facing increasingly stringent legislation to reduce emissions and improve energy efficiency. Speed planning has the potential to provide logistically compliant, energy-efficient, and emission-reducing voyages for inland vessels. However, current speed planning methods do not consider PM and NOx emissions, nor do they consider alternative power systems to internal combustion engines (ICE) and full electric systems. These omissions have led to a lack of clarity on the impact of speed planning on the emission profile of inland vessels and the impact of alternative power systems on energy consumption. In this paper we propose a validated speed planning method that considers the emission profile (CO2, PM10, and NOx) and different engine types for inland vessels in an leg-based speed planning approach while taking into account varying fairway water depth and speed. Through a use case we show that the vessel can achieve a 7.26% energy, 5.37% CO2 and fuel, 3.85% NOx, and 6.77% PM10 reduction while maintaining the same arrival time; showing a distinct difference of this method compared to slow steaming. We also find that CO2, NOx, PM10, and energy are not directly proportional when making speed adjustments. Finally, we analyze the adverse effects of emission control areas and emission limits on the energy consumption and arrival times of vessels with non-zero emissions propulsion.
The increasing amount of activities at sea, including the development of offshore wind parks, result in a more confined space for shipping, requiring the assessment of risk changes regarding nautical safety and the design of potential mitigation measures. The main contribution of this paper is the transparent evaluation of allision probabilities, based on an event-based approach. This enables a structural consideration of conditional probabilities, and supports uniting quantitative and qualitative analyses. The event-based approach allows evaluating the outcomes from various perspectives: scales, conditions, behaviour and dependencies. The analysis outcomes are represented in a concept called “event table”, from which these perspectives can be extracted. Consequently, from this single data structure, insights can be gained ranging from spatial variations of the risk (highly detailed or global patterns), to detailed distinction between the most important influencing factors (varying from vessel type to environmental condition). It is furthermore possible to switch between wind-park specific risks and assessment of operational and strategic risk-mitigating measures for the entire area. The core feature of incorporating multiple perspectives not only allows various views on the safety risks, providing a better understanding of the most important contributing factors, as well as effectiveness of intervention measures. Our analysis shows the added value of additional distance between shipping lanes and wind parks in the spatial design, and we demonstrate how our multi-perspective approach supports the strategic and operational decisions around the availability and deployment of emergency response vessels.
Global coastal flooding maps are now achieving a level of detail suitable for local applications. The resolution of these maps, derived from widely available open data sources, is approaching that of local flooding maps (0.5–100 m), increasing the need for a standardized approach to evaluate underlying assumptions and indicators for local applications.
Methods:
This study introduces the Waterlevel, Elevation, Protection, Flood, Impact, Future (WEPFIF) notation, a structured notation for documenting and comparing key methodological choices and data variations across global coastal flooding studies. This approach enhances the understanding and explanation of the fitness-for- purpose of flood maps. This notation builds on commonly used methodological choices, dataset variations, and model approaches in global flooding risk research. Analysis of these workflows identifies common elements and highlights the need for a more structured reporting approach to improve comparability.
Results:
Applying the WEPFIF notation to a case study in the Netherlands reveals significant variations in flood risk assessments originating from differences in Digital Elevation Model (DEM) and water level selection, and inclusion of protective infrastructure.
Discussion:
WEPFIF, by annotating these methodological variations, enables more informed comparisons between local and global flood studies. This allows researchers and practitioners to select appropriate data and models, based on their specific research objectives. The study proposes tailored approaches for three common types of flood studies: raising concern, optimizing flood protection investments, and representing the state of coastal risk. ...
Global coastal flooding maps are now achieving a level of detail suitable for local applications. The resolution of these maps, derived from widely available open data sources, is approaching that of local flooding maps (0.5–100 m), increasing the need for a standardized approach to evaluate underlying assumptions and indicators for local applications.
Methods:
This study introduces the Waterlevel, Elevation, Protection, Flood, Impact, Future (WEPFIF) notation, a structured notation for documenting and comparing key methodological choices and data variations across global coastal flooding studies. This approach enhances the understanding and explanation of the fitness-for- purpose of flood maps. This notation builds on commonly used methodological choices, dataset variations, and model approaches in global flooding risk research. Analysis of these workflows identifies common elements and highlights the need for a more structured reporting approach to improve comparability.
Results:
Applying the WEPFIF notation to a case study in the Netherlands reveals significant variations in flood risk assessments originating from differences in Digital Elevation Model (DEM) and water level selection, and inclusion of protective infrastructure.
Discussion:
WEPFIF, by annotating these methodological variations, enables more informed comparisons between local and global flood studies. This allows researchers and practitioners to select appropriate data and models, based on their specific research objectives. The study proposes tailored approaches for three common types of flood studies: raising concern, optimizing flood protection investments, and representing the state of coastal risk.
Purpose: Maintenance dredging can often hinder port operations resulting in waiting times for seagoing vessels. The purpose of this paper is to investigate the dynamics between maintenance dredging activities and seagoing vessels, specifically focusing on how waiting times can be reduced. Then, the role of selecting different maintenance dredging strategies in reducing these waiting times is outlined. Methods: The study analyzes historical automatic identification system (AIS) data to identify the interaction between maintenance dredging and seagoing vessels and quantify the hindrance periods for the Mississippihaven case study in the Port of Rotterdam, the Netherlands. The trajectories of the vessels are analyzed in a simple case to show how the vessels interact and how the waiting times are quantified. The interactions are checked with the Port of Rotterdam for different port calls to ensure that maintenance dredging was the reason for these delays. Results: By analyzing the AIS data analysis of vessels in a given time window, the dredgers for maintenance work can be identified and their activities within or near the terminal can be determined. In addition, the waiting time of the seagoing vessel caused by the maintenance dredging is quantified at the terminal entrance. Conclusion: The study discusses how the maintenance dredging operations could be improved by adjusting the loading and sailing phases of maintenance dredging and provides some theoretical and managerial insights. Alternative port maintenance strategies to minimize the waiting time caused by the hindrance are also discussed.
Harnessing the Power of Inland Waterways
A Case Study on Sustainable Urban Logistics in Amsterdam