Journal of Waterway Port Coastal and Ocean Engineering

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 2020-03-01 to 2024-03-01.)
ArticleCitations
Tsunami Loads on a Representative Coastal Bridge Deck: Experimental Study and Validation of Design Equations43
Low-Temperature Rheological Behavior of Submarine Mudflows31
Tsunami-Like Wave Forces on an Elevated Coastal Structure: Effects of Flow Shielding and Channeling25
Wave-Induced Liquefaction and Floatation of a Pipeline in a Drum Centrifuge23
Evaluation Methodology of Laminar-Turbulent Flow State for Fluidized Material with Special Reference to Submarine Landslide22
Assessment of Coastal Vulnerability Considering the Future Climate: A Case Study along the Central West Coast of India20
Numerical Investigation of the Landslide Cover Thickness Effect on the Drag Forces Acting on Submarine Pipelines20
Hurricane Michael in the Area of Mexico Beach, Florida19
Tsunami-Like Wave-Induced Lateral and Uplift Pressures and Forces on an Elevated Coastal Structure18
Effects of Different Geometric Parameters of Complex Bridge Piers on Maximum Scour Depth: Experimental Study17
Relative Magnitude of Infragravity Waves at Coastal Dikes with Shallow Foreshores: A Prediction Tool16
Flume Tank Testing of Offshore Wind Turbine Dynamics with Foundation Scour and Scour Protection15
Influence of Orientation and Arrangement of Structures on Tsunami Impact Forces: Numerical Investigation with Smoothed Particle Hydrodynamics15
Revisiting Longshore Sediment Transport Formulas14
Conceptual Evaluation of Tsunami Debris Field Damming and Impact Forces13
Multiple Debris Impact Loads in Extreme Hydrodynamic Conditions12
Quantitative Composition of Drag Forces on Suspended Pipelines from Submarine Landslides12
Development of a Probabilistic Framework for Debris Transport and Hazard Assessment in Tsunami-Like Flow Conditions12
Impact Pressure and Forces on a Vertical Wall with Different Types of Parapet12
Acoustic Measurement of Ship Wave–Induced Sediment Resuspension in a Large River11
Artificial Neural Network Prediction of Overtopping Rate for Impermeable Vertical Seawalls on Coral Reefs11
Sea Level Rise and Shoreline Change under Changing Climate Along the Indian Coastline10
Feasibility of Very Large Floating Structure as Offshore Wind Foundation: Effects of Hinge Numbers on Wave Loads and Induced Responses10
Design of Detached Emerged and Submerged Breakwaters for Coastal Protection: Development and Application of an Advanced Numerical Model10
Engineering Lessons from September 28, 2018 Indonesian Tsunami: Scouring Mechanisms and Effects on Infrastructure10
Overland Wave Propagation and Load Distribution among Arrays of Elevated Beachfront Structures10
Front Wall and In-Chamber Impact Loads on a Breakwater-Integrated Oscillating Water Column10
Nonhydrostatic Numerical Modeling of Fixed and Mobile Barred Beaches: Limitations of Depth-Averaged Wave Resolving Models around Sandbars9
Stability of Composite Breakwaters under Tsunami Attack9
Formulating Wave Overtopping at Vertical and Sloping Structures with Shallow Foreshores Using Deep-Water Wave Characteristics9
Mini-Tsunami Made by Ship Moving Across a Depth Change9
Multibody Interactions of Floating Bodies with Time-Domain Predictions9
Influence of Edge Waves on Tsunami Characteristics along Kujukuri Beach, Japan8
Failure Envelopes for Combined Loading of Skirted Foundations in Layered Deposits8
Ecohydraulics of Surrogate Salt Marshes for Coastal Protection: Wave–Vegetation Interaction and Related Hydrodynamics on Vegetated Foreshores at Sea Dikes8
Application of Genetic Algorithm for Optimum Hydrodynamic Performance of Twin Pontoon Floating Breakwater8
Field Measurements in the Kiel Canal, Germany: Ship Waves, Drawdown, and Sediment Transport7
Selection of JONSWAP Spectra Parameters during Water-Depth and Sea-State Transitions7
Centrifuge Modeling for Seismic Response of Fixed-End Model Piles Considering Local Scour7
New Prediction Formula for Pore Pressure Distribution inside Rubble-Mound Breakwater Core7
Mining Marine Vessel AIS Data to Inform Coastal Structure Management7
Bore Impact on Decks of Coastal Structures7
Spatial Topographic Interpolation for Meandering Channels7
Modeling Storm Surge in a Small Tidal Two-Inlet System6
Approaches in Scaling Small-Scale Experiments on the Breaking Wave Interactions with a Vertical Wall Attached with Recurved Parapets6
Evaluation Techniques for the Beneficial Use of Dredged Sediment Placed in the Nearshore6
Numerical Simulations of Tsunami Wave Generation by Submarine Landslides: Validation and Sensitivity Analysis to Landslide Parameters6
NavTEL: Open-Source Decision Support Tool for Ship Routing and Underkeel Clearance Management in Estuarine Channels6
Water Exchange of Nontidal Estuarine Coastal Vistula Lagoon with the Baltic Sea5
Considering Future Sea Level Change in Maritime Infrastructure Design: A Survey of US Engineers5
Multiple Approaches to Numerical Modeling of Container Ship Squat in Confined Water5
Effects of Island Topography on Storm Surge in Taiwan Strait during Typhoon Maria5
Variations in Building-Resolving Simulations of Tsunami Inundation in a Coastal Urban Area5
Salinity Distribution in River Network of a Partially Mixed Estuary5
Maritime Transport Efficiency to Inform Demand-Driven User Fees for Harbor Infrastructure5
Wave Runup Loading Behind a Semipermeable Obstacle5
Lateral Bearing Performance of a Defective Pile-Supported Wharf with Batter Piles5
Spreading and Deposition of Turbidity Currents: Application to Open-Water Sediment Disposal5
Automatic Calibration of Bed Friction Coefficients to Reduce the Influence of Seasonal Variation: Case of the Gironde Estuary5
Study on the Self-Sustaining Inlet Boundary Conditions for Numerical Simulation on Local Scour5
Southwest Pass Sedimentation and Dredging Data Analysis4
Modeling of Coastal Erosion in Exposed and Groin-Protected Steep Beaches4
Maneuverability-Based Approach for Ship–Bank Collision Probability under Strong Wind and Ship–Bank Interaction4
Wave–Structure Interactions of Flexible Bags with Elastic Tendons: Application to Wave Energy Conversion4
Wave Interaction with Horizontal Multilayer Porous Plates4
Probabilistic Assessment of Storage Tanks Subjected to Waterborne Debris Impacts during Storm Events4
Impacts of Muddy Bed Aggregates on Sediment Transport and Management in the Tidal James River, VA4
Flexural Gravity Wave Resonance in the Presence of Current4
Effects of Model Resolution and Coverage on Storm-Driven Coastal Flooding Predictions4
Erosion by Wave Action of Consolidated Cohesive Bottom Containing Cohesionless Sediment4
Influence of Floating Structures on Tide- and Wind-Driven Hydrodynamics of a Highly Populated Marina4
Numerical Simulation of Turbidity Current in Approach Channels with a Closed End4
Characterizing Vessel Traffic Using the AIS: A Case Study in Florida's Largest Estuary4
Two-Dimensional Computational and Physical Modeling of High-Speed Oil Spill Containment Booms4
Physical and Numerical Modeling of Wave-by-Wave Overtopping along a Truncated Plane Beach4
Boussinesq-Type Modeling of Low-Frequency Wave Motions at Marina di Carrara4
Evaluating the Underkeel Clearance of Historic Vessel Transits in the Southwest Pass of the Mississippi River4
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 Coast3
Interaction of Water Waves with a Semiporous Bottom-Mounted Cylindrical Storage Tank Containing a Cylindrical Pile3
Enhancing the Erodibility of Cohesive Sediments by Applying Mechanical Vibrations3
Cross-Shore Sediment Transport for Modeling Long-Term Shoreline Evolution3
Behavior of Flexible Pintles for Miter Gates3
Experimental Assessment of Hydrodynamic Coefficients for a Heave Plate Executing Pitch Oscillations3
Vessel-Generated Wake Attenuation by Rhizophora Mangle in Key West, Florida3
Experimental Investigation of a Moored, Circular Pipe Breakwater3
Field Measurement and Modeling of Sediment Transport along a Sandy Pocket Beach, Central West Coast of India3
Nearshore Vertical Pore Pressure Gradients and Onshore Sediment Transport under Tropical Storm Forcing3
Evaluating Transport Formulations for Application to Nearshore Berms3
Framework for Dealing with Uncertainty in the Port Planning Process3
Application of Coastal Resilience Metrics at Panama City Beach, Florida3
Theoretical Analysis of an Asymmetric Offshore-Stationary Oscillating Water Column Device with Bottom Plate3
Evaluation of Total Sediment Transport Model in the Simulation of Morphodynamics in Two Different Hydrodynamic Settings3
The Energy Recovery Effect of Wave Energy Utilization System under the Rolling Motion of Ships3
Tsunami Impact on a Detached Breakwater: Insights from Two Numerical Models3
Quantifying Wide-Body Vessel Navigation Delay in Narrow Waterways: A Case Study at the Houston Ship Channel3
Experimental and Numerical Study of Waves Breaking Over a Submerged Three-Dimensional Bar2
Installation of Novel Suction Bucket Foundation with New Modular Geometry in a Large-scale Set-up2
Beneficial Use Decision Support for Wetlands: Case Study for Mobile Bay, Alabama2
Numerical Simulation of the Boundary Layer Flow Generated in Monterey Bay, California, by the 2010 Chilean Tsunami: Case Study2
Multifaceted Approach of Assessing Channel Design through Ship Simulations in Mobile Harbor, Alabama2
Simulation-Based Performance Assessment Framework for Optimizing Port Investment2
Fluid Mud Induced by Super Typhoon and Fluvial Flood in a Deep-Dredged Waterway of Xiamen, China2
Fluid–Vehicle–Tunnel Coupled Vibration Analysis of a Submerged Floating Tunnel Based on a Wake Oscillator Model2
Turbulence Spectrum Around a Suspended Cylinder with Vertical Endplate Effects to Enhance VIVACE Strength2
Hydrodynamic Characteristics of Concave Front Pile-Supported Breakwaters with a Tubular Wave Screen2
Modeling Shoreline Changes in Northwest Portugal Using a Process-Based Numerical Model: COAST2D2
Prediction of the Wave Run-Up on Pile Breakwaters2
Unexpected Property of Dean-Type Equilibrium Beach Profiles2
Projecting Hydro-Morphodynamic Impacts of Planned Layout Changes for a Coastal Harbor2
Impact of Ship-Generated Waves on the Sediment Resuspension in Restricted Waterways2
Effect of the Current-Wave Angle on the Local Scour Around Circular Piles2
Site-Specific Sediment Deposition Model for Dredging Planning: Case Study of Olmsted Locks and Dam2
Calculation Model for Multiple Breaking Waves and Wave-Induced Currents on Very Gentle Beaches2
Numerical and Centrifuge Modeling of Gravity Wharf Structures Subjected to Seismic Loading2
Effects of Shell Hash on Friction Angles of Surficial Seafloor Sediments near Oysters2
Hydrodynamic Forces Acting on a Cylinder Towed in Muddy Environments2
Finding the Bed Shear Stress on a Rough Bed Using the Log Law2
Innovative Booster for Dynamic Installation of OMNI-Max Anchor in Clay: Numerical Modeling2
Study on Horizontal Bearing Characteristics of Pile-Wheel Hybrid Foundations of Offshore Wind Turbines2
Ambient Entrainment Mechanisms of Partially Unconfined Turbidity Currents Interacting with a Continuous Rigid Obstacle2
Effects of Sea Level Rise on Storm Surge Flooding and Current Speeds in New Hampshire Estuaries2
Solitary Wave Interacting with a Submerged Circular Plate2
Experimental Investigation of the Hydraulic Performance of Breakwater Structures with Geotextile Armor Units2
Incorporating Water Quality Analysis into Navigation Assessments as Demonstrated in the Mississippi River Basin2
Computational Tool for Sizing and Optimization of Planimetric Geometric Parameters of Inland Navigation Channels and of Port Access in Brazil2
Experimental Study of Wave Run-Up on Tripod Offshore Wind-Turbine Foundations2
Hydrometeorological Data-Based Methodology for Navigability Risk Analysis at Waterways: Case Study for Magdalena River2
Hydrosedimentological Response to Estuarine Deepening: Conceptual Analysis2
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