Journal of Hydraulic Engineering

Papers
(The median citation count of Journal of Hydraulic 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 2022-01-01 to 2026-01-01.)
ArticleCitations
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged67
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency39
Toward a Universal Energy Approach to Estimate Rate of Scour28
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways27
Robust Linear PID Control of a Pressure Reducing Valve22
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model17
Closure to “Case Study of Prototype Hydraulic Jump on Slope: Air Entrainment and Free-Surface Measurement” by Zhongtian Bai, Ruidi Bai, Rongcai Tang, Hang Wang, and Shanjun Liu17
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe15
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure14
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River14
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake14
Numerical Simulation of Discontinuously Vegetated Open Channel Flow to Estimate Effects of Vegetation Condition on Flood Mitigation14
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes13
Discharge Characteristics of Semicylindrical-Edged Vertical Sluice Gates13
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques12
Closure to “Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study”12
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”12
Assessing the Applicability of Boussinesq-Type Models for Steep Obstacle Flow Simulations11
Jet Impinging in Plunging Dropshafts of Medium Height11
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows11
Drag on Sparse and Rigid Emergent Canopies: Experimental and Numerical Investigation11
Santa María and the First Bridge Scour Formulas11
Clear-Water Scour Mechanism at Vibrating Monopile Foundations10
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants10
Discussion of “Resurrecting a Neglected Measurement Technique for Air–Water Flows”10
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters10
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability10
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization10
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow10
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization10
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation10
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions10
Discussion of “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”10
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow9
Reaeration in Supercritical Open Channel Flows: An Experimental Study9
Inception Line of Air Entrainment for Converging Stepped Spillways9
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry9
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods9
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works9
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks9
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning9
Reviewers9
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations8
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces8
Review of Fluvial Hydrodynamics: Hydrodynamic and Sediment Transport Phenomena , 2nd Edition by Subhasish Dey Springer Nature, Switzerland, 2024; ISBN 978-3-031-26037-7 8
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe8
Discussion of “Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study”8
Reviewers8
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties8
Implementation of a New Bank Erosion Model in Delft3D8
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches8
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact7
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation7
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency7
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”7
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests7
Influence of Water Drag and Headspace Air Pressure on Airflow in Sanitary Sewers7
Effects of a Crest Shape on the Two-Phase Flows Downstream of Piano Key Weirs: Void Fraction, Particle Count Rate, and Patterns of the Undular Free Surface7
Reviewers7
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook7
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume7
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks7
Scour at River-Crossing Cylindrical Structures in Degrading Channels6
Harold O. Kester: A Builder of Hydropower in the American West6
Serre Equations in Channels and Rivers of Arbitrary Cross Section6
Calibration Technology for a Radar Surface Velocimeter6
Optimization of Vanes in Vortex-Settling Basins Based on Projection Pursuit Regression6
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models6
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature6
Drag Coefficients of Debris Accumulations6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure6
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns6
Response of Bedload and Bedforms to Near-Bed Flow Structures6
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics6
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses6
Air Injection as a Bridge Debris Countermeasure6
Numerical Study of Scour beneath Sagging Cylinders and Spheres6
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure5
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow5
Modeling River Plume Dynamics in a Large Wind-Forced Embayment5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation5
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow5
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–20165
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone5
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs5
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow5
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran5
Closure to “A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure”5
Determination of the Critical Position for the Horizontal Pipe of a Dropshaft Air Circulation System Based on the Loop Theory Method5
Flow in Sewers with Bottom Obstacles5
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow5
A Random Choice Scheme for Transient Mixed Flows5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems5
High-Velocity Erosion of Sand5
Hydraulic Scale Modeling of Mass Oscillations in a Pumped Storage Plant with Multiple Surge Tanks4
Generalized, Dynamic, and Transient-Storage Form of the Preissmann Slot4
Air Injection to Avoid Vessel Pier Collisions: Experimental Proof of Concept4
From Boussinesq-Type to Quasi-3D Models: A Comparative Analysis4
Dimensionless Analysis of Non-Newtonian Power-Law Fluid Hammer4
Unveiling the Dynamics of Hydrosuction Sediment Removal: Insight into Flow Characteristics, Flow Profile, and Critical Suction Velocity4
Air Demand and Flow Patterns of Low-Level Outlets: Accounting for Wall Roughness4
Laboratory Application of Real-Time LiDAR Technology for Assessing Breach Morphology during the Failure of Earth Dams and Fluvial Dikes4
Discharge through Open Offset Joints and Cracks in Spillway Chutes4
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows4
Local Equilibrium Sediment Scour Prediction at Bridge Piers with Complex Geometries4
Method for Estimating Clear-Water Local Scour Rate at Complex Piers4
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective4
Friction Factors for Flow through Cracks in Concrete Hydraulic Structures4
Influence of Debris Jam Formed by Trees on Bridge Pier Scour4
Close-Range Photogrammetry Application to Monitor Levee Erosion in Case of Wave Overtopping4
Bulk Flow Parameterization of Temporally Evolving Turbulent Stratified Open Channel Flow Subject to Radiative Heating4
Comparison of Erodibility Parameters for Cohesive Streambank Soils between In Situ Jet Test Device and Laboratory Conduit Flume4
Evaluating SWMM Modeling Performance for Rapid Flows on Tunnels with Geometric Discontinuities4
Ice Process Simulation on Hydraulic Characteristics in the Yellow River4
Physics-Informed Neural Network Approach for Solving the One-Dimensional Unsteady Shallow-Water Equations in Riverine Systems4
Erratum for “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”4
Numerical Study on Resistance to Flow in Meandering Channels4
Capacity and Noncapacity Sediment Transport Characteristics in the Overtopping-Induced Dam-Breaching Process4
Double Layer–Averaged Model of River Ice–Water Mixture Flow4
Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles4
Wave Boundary Layer over a Rough Bottom at Moderate Reynolds Numbers4
Experimental Formula for the Hydraulic Erosion Rate and Numerical Applications of Soft Bedrock Channels4
Validation of Bagnold’s Approximation of Critical Near-Bed Flow Velocity for Incipient Sediment Motion as Particle Settling Velocity3
Linear and Weakly Nonlinear Instabilities of Sand Waves Caused by a Turbulent Flow3
Scour Control through Bed Soil Stabilization Using Slag-Based Alkali-Activated Cement3
Discussion of “Design Considerations for High-Speed Flow in Sewer Systems”3
Effects of Joint and Crack Geometry on Hydraulic Jacking in Lined and Unlined Spillways3
Uncertainty for the ISSDOTv2 Bedload Measurement Method3
Impact of Interpolation on Numerical Properties of the Method of Characteristics Used for Solution of the Transient Pipe Flow Equations3
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages3
Control of Surface Plastic Transport in Natural Streams3
Integral Model for Plane Buoyant Jets and Spreading-Intrusion Layers in Linearly Stratified Fluids3
Laboratory Investigation of the Effect of Air Injection and Trapezoidal Collar on Reducing Local Scouring around Bridge Pier3
Effect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand3
It Was the Best of Hydraulic Sections; It Was the Worst of Hydraulic Sections: A Tale of Two Channels3
Influence of Hydropower Propellers on Open-Channel Flow3
Enhanced Physically Based Models for Pressure Characteristics at Plunge Pool Bottoms3
Closure to “Experimental and Numerical Analysis of Two-Phase Flows in Plunge Pools” by J. M. Carrillo, L. G. Castillo, F. Marco, and J. T. García3
Air Pocket Dynamics under Bridging of Stratified Flow during Rapid Filling of a Horizontal Pipe3
Fast 3D Simulation of Nonhydrostatic Flows Using a Modified Ghost-Cell Free-Surface Pressure Treatment3
Anomaly Detection in Targeted Pipe Sections in Water Pipe Systems Using Hydroacoustic Signal Deconvolution3
Field-Scale Numerical Investigation of Flow and Bed Stresses at a Bridge Site: Effects of Piers and Pressure–Flow with Deck Overtopping3
Disaggregation of a Tracer Cloud in Accelerating Transitional Pipe Flow3
X-Ray Computed Tomography to Measure Bed Density in Sand Transport3
Closure to “Resurrecting a Neglected Measurement Technique for Air–Water Flows”3
Air Demand of a Hydraulic Jump in a Closed Conduit3
Review of Fluvial Hydrodynamics - Solutions Manual by Subhasish Dey and Sk Zeeshan Ali Springer Nature, Switzerland, 2024; ISBN 978-3-031-25736-0 (print); ISBN 978-3-0313
A Modified Shock Tracking–Capturing Finite-Volume Approach for Transient Mixed Flows in Stormwater Systems3
Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows3
Dynamics of Underwater Gas Blowout in Sonic Regime: Laboratory-Scale Study3
On Sediment Mass Flux Directionality Induced by Yawed Permeable Vanes under Near-Critical Mobility Conditions3
Improving the Measurement of Air–Water Flow Properties Using Remote Distance Sensing Technology3
Discussion of “High-Resolution Nonhydrostatic Outfall Plume Modeling: Cross-Flow Validation” by Minna Ho, Jeroen M. Molemaker, Fayçal Kessouri, James C. McWilliams, and Timu W. Gallien3
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood3
Three-Dimensional Numerical Study of Flood-Building Interactions to Assess the Efficiency of Flood Adaptation Strategies3
Air Flow in Sanitary Sewer Laterals3
Modeling Sediment Resuspension and Transport Processes Induced by Propeller Wash from Ship Traffic3
Analytical Model of Unsteady Internal Water Pressure Propagation along Cracks in Hydropower Tunnel Walls3
Characterizing the Roughness in Channel Flows Using Direct Numerical Simulations3
Hydraulic Structures and River or Reservoir Ice: A Brief Review3
Experimental Investigation of Turbulence Spectra for Flow over Gravel Beds: Spectral Scaling and Macroturbulence Streampower2
Laboratory Observations of Frazil Ice Accumulation during Freeze-Up Stage2
TVDLF Method to Simulate Two-Dimensional Flow through Large Hydrologic Systems with Wetlands and Hillslopes2
A Large Bridge Pier in an Alluvial Channel: Local Scour versus Morphological Effects and the Role of Physical Models2
Calculating Column Separation in Conduit Systems Using an Innovative Open Channel Based Model2
Erratum for “Surface-Based Transport Model for Mixed-Size Sediment”2
Investigation on the Water Depth of Choked Flow due to Bottom Blockages in Circular Open Channels2
Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows2
Impacts of Tributary Inflows on the Circulation and Thermal Regime of the Green Bay Estuary of Lake Michigan2
Impact of Filter Unit Placement on Suspended Sediment Deposition Promotion in Rivers2
Riverbank Stabilization with Bioengineering: Failure Processes and Design Suggestions from a Scaled Physical Model2
Experimental Investigation on the Settling Velocity and Drag Coefficient of Irregularly Shaped Coral Particles2
Flow-Sediment Interaction and Formation Mechanism of Sediment Longitudinal Streaky Structures in Rough Channel Flows2
Robust Implicit Finite-Volume Method for Transient Mixed-Flow Modeling in Water-Conveyance Tunnels2
Comprehensive Three-Dimensional Virtual Experiment Platform for Transient Pipe Flow Considering Fluid–Structure Interaction2
Closure to “Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows”2
Exploration of the Circumferential Velocity Structure Induced by Guide Vane-Type Spiral Flow Generators in a Pipe Flow2
New 1D Unsteady Friction Model for Turbulent Rough Pipe Flows Undergoing Slow to Intermediate Acceleration–Deceleration: Closely Packed Uniform Hemispheres2
Investigating and Modeling Changes in Bed Height during the Deposition Process of a Mixed-Size Sediment2
Delineating Flood-Induced Sediment Scour in Bridge-Contracted Channels: Processes, Patterns, and Scour Depth under Various Scour Regimes2
Experimental Study of Pressure Flow due to Vertical Contraction Using Particle Image Velocimetry2
The Effect of Bubble Size on Lock-Exchange Density Currents through Bubble Screens2
Semiempirical Solution for Determining the Clear Water Local Scour Depth of Pile Groups2
Strongly Coupled 2D and 3D Shallow Water Models: Theory and Verification2
Review of An Introduction to Advanced Fluid Dynamics and Fluvial Processes by B. S. Mazumder and T. I. Eldo CRC Press, Taylor and Francis Group, Boca Raton, FL 33487; 202
Laboratory Measurements of Hydraulic Jacking Uplift Pressure at Offset Joints and Cracks2
Analyzing the Emptying Process of a Large-Scale Pipeline with Three-Dimensional CFD Simulations2
Investigation of Riverbed Roughness in Channels with Flexible Vegetation Using Image Processing Techniques2
3D Displacement and Axial Load of Placed Riprap Supported at the Toe: Use of Structure from Motion2
2D Serre-Green-Naghdi Equations over Topography: Elliptic Operator Inversion Method2
Modeling Breach Evolution in Noncohesive Earthen Dams by Overtopping2
Particle Entrainment from a Rectangular Cavity in Open-Channel Flows2
Toward a Sustainable Estuary–Delta System for the Mississippi River2
Laplace-Domain Fluid–Structure Interaction Solutions for Water Hammer Waves in a Pipe2
Modeling Bridges in HEC-RAS 2D: Comparison with Flume Experiments2
Experimental Investigation of Wall-Normal Pressure Gradient over the Bottom of a Turbulent Open-Channel Flow2
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation2
Simulation and Lab-Scale Experiment of a Particle Filtration Solution for Rural Potable Water Supply2
Specific Momentum and Energy for Flow through a Wide Quasi-Rectangular Channel2
Evaluation of the Near-Bed Velocity Decay Resulting from a Confined Bow Thruster Jet Using PIV Measurements2
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