Journal of Waterway Port Coastal and Ocean Engineering

Papers
(The median citation count of Journal of Waterway Port Coastal and Ocean Engineering is 1. 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 2021-04-01 to 2025-04-01.)
ArticleCitations
Reviewers24
Field Measurement and Modeling of Sediment Transport along a Sandy Pocket Beach, Central West Coast of India20
Reviewers19
Screening Channel Design Alternatives Using Ship Simulation17
Cross-Shore Sediment Transport for Modeling Long-Term Shoreline Evolution17
Closure to “Design Scour Levels for Dune Revetments and Seawalls”15
Failure Envelopes for Combined Loading of Skirted Foundations in Layered Deposits13
Advanced Method for Improving Verticality of Dynamically Installed Anchors during Free Fall in Water12
Nearshore Vertical Pore Pressure Gradients and Onshore Sediment Transport under Tropical Storm Forcing11
Modeling Tidal Hydrodynamics of the Montrose Tidal Inlet System: Ebb Jet and Eddy Formation at a Tidal Inlet with a High-Angle Half-Delta11
Vorticity–Stream Function Formulation for Turbulent Oscillatory Boundary Layer over the Sea Bottom10
Unintentional Tipping of Waterway Channels into Long-Term Scour Modes9
Cost-Effective Marine Fender Design Using an Elastoplastic Support Element: An Investigation9
Evaluation of Total Sediment Transport Model in the Simulation of Morphodynamics in Two Different Hydrodynamic Settings8
Analysis of Holding Force Limit and Provision against Dragging Anchor8
Fluid–Vehicle–Tunnel Coupled Vibration Analysis of a Submerged Floating Tunnel Based on a Wake Oscillator Model8
Hydrodynamic Forces Acting on a Cylinder Towed in Muddy Environments7
Porous Plate Method: Reduction in Local Scour around Pier-Type Structures in Multidirectional Flows7
Hydrodynamic Real-Time Hybrid Simulation Demonstrated for Cascading Seismic and Tsunami Events7
Boussinesq-Type Modeling of Low-Frequency Wave Motions at Marina di Carrara6
Evaluating the Underkeel Clearance of Historic Vessel Transits in the Southwest Pass of the Mississippi River6
Wave Interaction with Horizontal Multilayer Porous Plates6
Simulation of Depth-Limited Breaking Waves in a 3D Fully Nonlinear Potential Flow Model6
Numerical Investigation on the Hydrodynamics of Vertical Seawalls Defended by a Submerged Breakwater6
Experimental Study of Flow Characteristics and Geometry of Scour Hole around Cylindrical Piers Subject to Wave and Current5
Turbulence Spectrum Around a Suspended Cylinder with Vertical Endplate Effects to Enhance VIVACE Strength5
Calculation Model for Multiple Breaking Waves and Wave-Induced Currents on Very Gentle Beaches5
Investigation of Momentum Correction Factor in the Swash Flow5
A Coastal Defense Work Plan 40 Years Later: Review and Evaluation of the Espinho Case Study in Portugal5
Comparison of the SIMAR-WANA, ERA-5, and Waverys Databases for Maritime Climate Estimations and the Implications of Coastal Protection Structures5
Scour Mechanics of a Tsunami-Like Bore around a Square Structure5
Influence of Orientation and Arrangement of Structures on Tsunami Impact Forces: Numerical Investigation with Smoothed Particle Hydrodynamics5
Determination of the Optimal Groin Length on a Sandy Multibar Shore of a Nontidal Sea: Case Study of the Hel Peninsula, Poland, South Baltic Sea4
Modeling of Soft Cliff Erosion by Oblique Breaking Waves during a Storm4
Enhancing the Erodibility of Cohesive Sediments by Applying Mechanical Vibrations4
Incorporating Water Quality Analysis into Navigation Assessments as Demonstrated in the Mississippi River Basin4
Dredging Volume Estimation and Dredging Timing for Waterway Maintenance: A Case Study Using a Depth-Averaged Hydrosediment–Morphodynamic Model with Transient Dredging Effects4
Impacts of Ship-Induced Waves along Shorelines during Flooding Events4
Approaches in Scaling Small-Scale Experiments on the Breaking Wave Interactions with a Vertical Wall Attached with Recurved Parapets4
Spatiotemporal Scouring Processes around a Square Column on a Sloped Beach Induced by Tsunami Bores3
Effects of Model Resolution and Coverage on Storm-Driven Coastal Flooding Predictions3
Impact Pressure and Forces on a Vertical Wall with Different Types of Parapet3
Effect of the Current-Wave Angle on the Local Scour Around Circular Piles3
Multifaceted Approach of Assessing Channel Design through Ship Simulations in Mobile Harbor, Alabama3
Lifecycle Analyses of Subaerial Beach Nourishments with Concurrent Nearshore Placement of Dredged Sediment and the Role of Alongshore Transport3
Icelandic-Type Berm Breakwater: A Nature-Based Structure with a Low Carbon Footprint3
Bragg Scattering of Surface Gravity Waves by an Array of Surface-Piercing Variable Porosity Barriers3
Automatic Construction and Uncertainty Analysis of Geological Profiles in Dredging Engineering Based on Multiple-Point Geostatistics3
Observation of Sea Ice Drift Characteristics with Marine Radar Images on an Offshore Platform in the Bohai Sea3
Scour and Burial of Spherical Bodies, Short Cylinders, and Truncated Cones Induced by Bichromatic and Bidirectional Waves3
Quantitative Composition of Drag Forces on Suspended Pipelines from Submarine Landslides3
Hydrodynamic Performance of Fixed Floating Structures Coupled with Submerged Breakwaters Using the Multidomain Boundary Element Method3
Impact of Ship-Generated Waves on the Sediment Resuspension in Restricted Waterways3
Physical and Numerical Modeling of Wave-by-Wave Overtopping along a Truncated Plane Beach3
Ecohydraulics of Surrogate Salt Marshes for Coastal Protection: Wave–Vegetation Interaction and Related Hydrodynamics on Vegetated Foreshores at Sea Dikes3
Optimized Turning Basin Design for Inland Waterways3
Motion of a Debris Line Source Under Currents and Waves: Experimental Study3
Variations in Building-Resolving Simulations of Tsunami Inundation in a Coastal Urban Area3
Navigation Channel Effects on Estuarine Mean Water Level3
Experimental Investigations of the Impact of Tsunami-Like Hydraulic Bores on a Square Vertical Structure. II: Local Scour3
Downdrift Port Siltation Adjacent to a River Mouth: Mechanisms and Effects of Littoral Sediment Transport to the Navigation Channel3
Multiphysics Coupling Using SPH for Coastal Structures Subject to Tsunami-Driven Hydrodynamic and Debris Impact Loads3
Two-Dimensional Computational and Physical Modeling of High-Speed Oil Spill Containment Booms2
Observations of Primary Ship Waves at the Margins of a Confined Tidal River2
Tracking of Small Discrete Objects Submerged in Surf and Swash Zones on Sand Beaches2
Numerical Investigation on the Motion Dynamics of Submerged Gravity Anchors Exposed to Wave Action2
Turbulence Kinetic Energy inside Suspended Vegetation Domain under Periodic Water Waves2
Simulation-Based Performance Assessment Framework for Optimizing Port Investment2
Waterway Engineering Applications of Automatic Identification System Data along the Mississippi River and at Lock Structures2
Discussion of “Revisiting Longshore Sediment Transport Formulas” by Saeed Shaeri, Amir Etemad-Shahidi, and Rodger Tomlinson2
Influence of Belowground Biomass on Barrier-Island Evolution During Storms: A Computational Parameter Study2
Flexural Gravity Wave Resonance in the Presence of Current2
Feasibility of Very Large Floating Structure as Offshore Wind Foundation: Effects of Hinge Numbers on Wave Loads and Induced Responses2
Generation of Linear Waves with Bottom Wave Makers Using Analytical Solutions and Extended Mild-Slope Equations2
Developing Closed-Form Equations of Maximum Drag and Moment on Rigid Vegetation Stems in Fully Nonlinear Waves2
Water Exchange of Nontidal Estuarine Coastal Vistula Lagoon with the Baltic Sea2
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 Coast2
Probabilistic Tsunami Damage Assessment for Structural Mitigation Policy Guidance2
Flow Characteristics and Power Generation Effect of a Seawater Intake Caisson Integrated with a Wave-Energy Converter2
Transport of Placed Dredged Material in Surf and Nearshore Zone2
Hydrogeomorphic Characterization of the Huallaga River for the Peruvian Amazon Waterway2
Experimental Investigation of a Moored, Circular Pipe Breakwater2
Experimental Investigation of the Hydraulic Performance of Breakwater Structures with Geotextile Armor Units2
Development of a Sustainable Waterway Masterplan on an Amazon Megariver: The Madeira River, Brazil2
Wind Effects on Wave Overtopping at a Vertical Sea Defense2
Discussion of “Design Scour Levels for Dune Revetments and Seawalls”2
Impacts of a Floating Structure on the Residence Time in a Poorly Flushed Estuary, Golden Horn2
Numerical Simulation of the Boundary Layer Flow Generated in Monterey Bay, California, by the 2010 Chilean Tsunami: Case Study2
Formulating Wave Overtopping at Vertical and Sloping Structures with Shallow Foreshores Using Deep-Water Wave Characteristics2
Loads on Driven Monopile Foundations due to Pore Pressures2
Hydrodynamics and Associated Scour around a Free-Standing Structure Due to Turbulent Bores1
Measurement of Changes in Beach Sand Soil Stiffness due to Fluctuating Tides1
Erratum for “Simulation of Depth-Limited Breaking Waves in a 3D Fully Nonlinear Potential Flow Model”1
Reattachment Length of Flow at the Lee Side of a Vertical Spur Dike in an Open Channel1
In Memoriam: Bill (Jan Willem–John William) Kamphuis1
Trends in the Climatology of Winter Wind Wave Heights in a Back-Barrier Bay in Western North Atlantic Ocean1
Projecting Hydro-Morphodynamic Impacts of Planned Layout Changes for a Coastal Harbor1
Periodic Fluctuations of Transport as a Determinant of Inland Waterway Shipping Competitiveness1
Reviewers1
Role of Armor Roughness in Overtopping Response of Upgraded Multilayer Rubble Mound Breakwaters1
Advances in Morphodynamic Modeling of Coastal Barriers: A Review1
Effects of Different Geometric Parameters of Complex Bridge Piers on Maximum Scour Depth: Experimental Study1
Review of Navigation Channel Sedimentation Solutions , MOP 156, by the Navigation Channel Sedimentation Task Committee American Society of Civil Engineers, Reston, VA 201
Experimental Assessment of Hydrodynamic Coefficients for a Heave Plate Executing Pitch Oscillations1
Resistance and Economic Speed of Ships and Tows in Inland Waterways1
Hydrodynamic Mechanisms and Pathways of Potential Navigation Channel Shoaling by Nearby Parallel Islands1
Liquefaction of Seabeds under Progressive Waves Excitation1
Accurate Determination of Far-Field Source Terms of Barge Overflow Dredge Plumes Based on Near-Field Monitoring and Modeling1
Diffraction of Solitary Waves by a Concentric Porous Dual-Arc Thin Wall1
Bayesian-Motivated Probabilistic Model of Hurricane-Induced Multimechanism Flood Hazards1
Comparison of Envelope Prediction for the Trajectory of Dropped Cylinders in Two Dimensions1
Nonhydrostatic Numerical Modeling of Fixed and Mobile Barred Beaches: Limitations of Depth-Averaged Wave Resolving Models around Sandbars1
Design Scour Levels for Dune Revetments and Seawalls1
Tidal Bore Dynamics of a Mixed Estuary: The Hooghly River, India1
Bore Impact on Decks of Coastal Structures1
Practical 2DV Modeling of Deposition and Erosion of Sand and Mud in Dredged Channels due to Currents and Waves1
Framework for Dealing with Uncertainty in the Port Planning Process1
Experimental Study to Determine Forces Acting on Starbloc Armor Units and Velocities Occurring in a Single-Layer Rubble Mound Breakwater under Regular Waves1
Modeling of Coastal Erosion in Exposed and Groin-Protected Steep Beaches1
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