OOIR: Observatory of International Research

Papers

(The median citation count of Journal of Waterway Port Coastal and Ocean Engineering is 2. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-05-01 to 2025-05-01.)

Article	Citations
Closure to “Design Scour Levels for Dune Revetments and Seawalls”	24
Field Measurement and Modeling of Sediment Transport along a Sandy Pocket Beach, Central West Coast of India	21
Role of Waves in Forecasting Extreme Coastal Flooding under a Warming Climate: Insights from Norfolk, Virginia	20
Field Measurements and Numerical Simulations of Deep-Draft Vessel-Wake Hydrodynamics in a Shallow-Bay System	18
Physical and Numerical Modeling of Wave-by-Wave Overtopping along a Truncated Plane Beach	17
Icelandic-Type Berm Breakwater: A Nature-Based Structure with a Low Carbon Footprint	15
Downdrift Port Siltation Adjacent to a River Mouth: Mechanisms and Effects of Littoral Sediment Transport to the Navigation Channel	15
Multiphysics Coupling Using SPH for Coastal Structures Subject to Tsunami-Driven Hydrodynamic and Debris Impact Loads	12
Impact Pressure and Forces on a Vertical Wall with Different Types of Parapet	11
Motion of a Debris Line Source Under Currents and Waves: Experimental Study	11
Development of a Sustainable Waterway Masterplan on an Amazon Megariver: The Madeira River, Brazil	10
Developing Closed-Form Equations of Maximum Drag and Moment on Rigid Vegetation Stems in Fully Nonlinear Waves	9
Two-Dimensional Computational and Physical Modeling of High-Speed Oil Spill Containment Booms	9
Advances in Morphodynamic Modeling of Coastal Barriers: A Review	8
Review of Navigation Channel Sedimentation Solutions , MOP 156, by the Navigation Channel Sedimentation Task Committee American Society of Civil Engineers, Reston, VA 20	8
Modeling of Coastal Erosion in Exposed and Groin-Protected Steep Beaches	8
Numerical Evaluation of Optimal Sizes of Wells Turbine and Chamber of a Cluster of Oscillating Water Columns Integrated into a Breakwater on the Southern Brazilian Coast	8
Nonhydrostatic Numerical Modeling of Fixed and Mobile Barred Beaches: Limitations of Depth-Averaged Wave Resolving Models around Sandbars	8
Bayesian-Motivated Probabilistic Model of Hurricane-Induced Multimechanism Flood Hazards	7
Application of a Consistent Nonlinear Mild-Slope Equation Model to Random Wave Propagation and Dissipation	6
Conceptual Model for the Operational Performance of the Container Terminals in India	6
Numerical Simulations of Tsunami Wave Generation by Submarine Landslides: Validation and Sensitivity Analysis to Landslide Parameters	6
The Energy Recovery Effect of Wave Energy Utilization System under the Rolling Motion of Ships	6
Turbulent Flow Field and Scour Characteristics around Bridge Pier in Combined Wave and Current Conditions	6
Reviewers	6

Flow through the Bosphorus	6
Simulation of Depth-Limited Breaking Waves in a 3D Fully Nonlinear Potential Flow Model	5
Porous Plate Method: Reduction in Local Scour around Pier-Type Structures in Multidirectional Flows	5
Bragg Scattering of Surface Gravity Waves by an Array of Surface-Piercing Variable Porosity Barriers	5
Reviewers	5
Investigation of Momentum Correction Factor in the Swash Flow	5
Failure Envelopes for Combined Loading of Skirted Foundations in Layered Deposits	5
Hydrodynamic Forces Acting on a Cylinder Towed in Muddy Environments	5
Automatic Construction and Uncertainty Analysis of Geological Profiles in Dredging Engineering Based on Multiple-Point Geostatistics	4
Feasibility of Very Large Floating Structure as Offshore Wind Foundation: Effects of Hinge Numbers on Wave Loads and Induced Responses	4
Experimental Study to Determine Forces Acting on Starbloc Armor Units and Velocities Occurring in a Single-Layer Rubble Mound Breakwater under Regular Waves	4
Approaches in Scaling Small-Scale Experiments on the Breaking Wave Interactions with a Vertical Wall Attached with Recurved Parapets	4
Experimental Assessment of Hydrodynamic Coefficients for a Heave Plate Executing Pitch Oscillations	4
Observations of Primary Ship Waves at the Margins of a Confined Tidal River	4
Variations in Building-Resolving Simulations of Tsunami Inundation in a Coastal Urban Area	4
Generation of Linear Waves with Bottom Wave Makers Using Analytical Solutions and Extended Mild-Slope Equations	4
Simulation-Based Performance Assessment Framework for Optimizing Port Investment	4
Framework for Dealing with Uncertainty in the Port Planning Process	3
Optimal Significant Wave Height Monitoring Network Identification via Empirical Orthogonal Function Analysis with QR Column Pivoting Algorithm	3
Water Exchange of Nontidal Estuarine Coastal Vistula Lagoon with the Baltic Sea	3
Numerical Modeling of the Influence of Scour and Scour Protection on Monopile Dynamic Behavior	3
Experimental Study of Flow Characteristics and Geometry of Scour Hole around Cylindrical Piers Subject to Wave and Current	3
Nearshore Vertical Pore Pressure Gradients and Onshore Sediment Transport under Tropical Storm Forcing	3
Morphodynamical Response of Small Rivers to Large-Scale Waterway Projects	3
Scour Development and Possible Effects of Momentary Liquefaction in Inundated Coastal Areas During Hurricane Michael	3
Design Scour Levels for Dune Revetments and Seawalls	3
Design Method for Impulsive Wave Pressure Impacting the Front of a Target Structure for Reinforced Concrete Plates	3
Cross-Shore Sediment Transport for Modeling Long-Term Shoreline Evolution	3
Lifecycle Analyses of Subaerial Beach Nourishments with Concurrent Nearshore Placement of Dredged Sediment and the Role of Alongshore Transport	3
Impacts of Ship-Induced Waves along Shorelines during Flooding Events	3
Hydrodynamic Real-Time Hybrid Simulation Demonstrated for Cascading Seismic and Tsunami Events	3
Determination of the Optimal Groin Length on a Sandy Multibar Shore of a Nontidal Sea: Case Study of the Hel Peninsula, Poland, South Baltic Sea	3
Wake Field Interaction in 3D Tidal Turbine Arrays: Numerical Analysis for the Pentland Firth	3
Directional Infragravity Waves Induced by Bichromatic and Bidirectional Waves: Theoretical Approach and Experimental Affirmation	3
Impacts of a Floating Structure on the Residence Time in a Poorly Flushed Estuary, Golden Horn	3
Trends in the Climatology of Winter Wind Wave Heights in a Back-Barrier Bay in Western North Atlantic Ocean	3
Numerical Investigation of the Landslide Cover Thickness Effect on the Drag Forces Acting on Submarine Pipelines	3
Dredging Volume Estimation and Dredging Timing for Waterway Maintenance: A Case Study Using a Depth-Averaged Hydrosediment–Morphodynamic Model with Transient Dredging Effects	3
Numerical Investigation on the Hydrodynamic Performance of a Convex-Type Floating Breakwater	3
Evaluation of Total Sediment Transport Model in the Simulation of Morphodynamics in Two Different Hydrodynamic Settings	3
Evaluation Techniques for the Beneficial Use of Dredged Sediment Placed in the Nearshore	3
Comparison of Envelope Prediction for the Trajectory of Dropped Cylinders in Two Dimensions	3
Hydrodynamic Analysis for Mangrove Forests under Wave and Current Effects Using High-Order Phase-Resolving CutFEM	3
Unexpected Property of Dean-Type Equilibrium Beach Profiles	2
Measurement of Changes in Beach Sand Soil Stiffness due to Fluctuating Tides	2
Potential Impact of Canal Istanbul on Flow through the Bosphorus	2
Wind Effects on Wave Overtopping at a Vertical Sea Defense	2
Discussion of “Design Scour Levels for Dune Revetments and Seawalls”	2
Effective Flood Control Method in River Downstream Affected by Tidal Effect Using Optimal Operation of Estuary Barrage	2
Evaluating Transport Formulations for Application to Nearshore Berms	2

Simple Method to Introduce Artificial Damping in Oscillating Surge Wave Energy Converters under Regular Waves Considering Viscous Effects	2
Modeling Sediment Tracers to Evaluate Current and Sediment Plume at Beaufort Inlet, North Carolina	2
Berthing Capacity Evaluation of Fishing Port Prone to Typhoons: A Case Study of Shengsi Fishing Port	2
Installation of Novel Suction Bucket Foundation with New Modular Geometry in a Large-scale Set-up	2
Bore Impact on Decks of Coastal Structures	2
Flexural Gravity Wave Resonance in the Presence of Current	2
Waterway Engineering Applications of Automatic Identification System Data along the Mississippi River and at Lock Structures	2
Automatic Calibration of Bed Friction Coefficients to Reduce the Influence of Seasonal Variation: Case of the Gironde Estuary	2
Modeling Tidal Hydrodynamics of the Montrose Tidal Inlet System: Ebb Jet and Eddy Formation at a Tidal Inlet with a High-Angle Half-Delta	2
Innovative Booster for Dynamic Installation of OMNI-Max Anchor in Clay: Numerical Modeling	2
Investigation of Wave Power Conversion Efficiency and Hydrodynamic Characteristics of a Floating Twin-Hybrid Wave-Energy Device in Random Waves	2
Prescreening of Sedimentation Potential in Harbor Approach Channels: A Parametric Model	2
Wave–Current Impulsive Debris Loading on a Coastal Building Array	2
Influence of Belowground Biomass on Barrier-Island Evolution During Storms: A Computational Parameter Study	2
Wave Interactions with Spartina alterniflora on a Living Dyke Model: New Insights into the Use of Scaled Surrogate Meadows	2
Tidal Bore Dynamics of a Mixed Estuary: The Hooghly River, India	2
Experimental Investigations of the Impact of Tsunami-Like Hydraulic Bores on a Square Vertical Structure. I: Pore Pressure Variations	2
Projecting Hydro-Morphodynamic Impacts of Planned Layout Changes for a Coastal Harbor	2
Evaluating the Underkeel Clearance of Historic Vessel Transits in the Southwest Pass of the Mississippi River	2
Screening Channel Design Alternatives Using Ship Simulation	2
Estimating Extreme High Still Water Levels in North San Francisco Bay: Comparison of Annual Maxima Method with Direct and Indirect Methods	2
Quantifying Wide-Body Vessel Navigation Delay in Narrow Waterways: A Case Study at the Houston Ship Channel	2
Hydrosedimentological Response to Estuarine Deepening: Conceptual Analysis	2