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 2020-11-01 to 2024-11-01.)
ArticleCitations
Effect of 30-Degree Sloping Smooth and Stepped Chute Approach Flow on the Performance of a Classical Stilling Basin26
High-Velocity Air–Water Flow Measurements in a Prototype Tunnel Chute: Scaling of Void Fraction and Interfacial Velocity22
Hybrid Modeling for Design of a Novel Bridge Pier Collar for Reducing Scour20
Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches20
Sediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming19
Hydraulic Jump Stilling Basin Design over Rough Beds18
Case Study of Prototype Hydraulic Jump on Slope: Air Entrainment and Free-Surface Measurement17
Roller Characteristics of Preaerated High-Froude-Number Hydraulic Jumps16
Effects of Air Vent Size and Location Design on Air Supply Efficiency in Flood Discharge Tunnel Operations15
Flow and Scour around Idealized Porous Engineered Log Jam Structures14
Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System14
Novel Riprap Structure for Improved Bridge Pier Scour Protection14
Effects of Inclination Angle on Archimedes Screw Generator Power Production with Constant Head12
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction12
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective12
Dam-Break Modeling: LBM as the Way towards Fully 3D, Large-Scale Applications12
Flood-Induced Hydrodynamic and Debris Impact Forces on Single-Span Masonry Arch Bridge12
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration12
Investigation of Transient Wave Behavior in Water Pipelines with Blockages12
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure11
Effects of Streamwise Abutment Length on Scour at Riprap Apron-Protected Setback Abutments in Compound Channels11
Air Demand of a Hydraulic Jump in a Closed Conduit11
Circulation in Lake Ontario: Numerical and Physical Model Analysis11
Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest11
Pipe Burst Detection, Localization, and Quantification Using the Transient Pressure Damping Method10
How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology10
Water Soluble Polymers as a Means to Increase Flow Capacity: Field Experiment of Drag Reduction by Polymer Additives in an Irrigation Canal10
Comparative Study of Nonsymmetrical Trapezoidal and Rectangular Piano Key Weirs with Varying Key Width Ratios10
Temporal Evolution of Clear-Water Local Scour at Bridge Piers with Flow-Dependent Debris Accumulations10
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation9
Experimental Investigations on Hydrodynamic Characteristics of Tsunami-Like Hydraulic Bores Impacting a Square Structure9
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows9
Monolithic Multiphysics Simulation of Compound Flooding9
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow9
Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows9
Modeling of Sediment Transport with a Mobile Mixed-Sand Bed in Wave Motion9
Flow Redistribution at Bridge Contractions in Compound Channel for Extreme Hydrological Events and Implications for Sediment Scour9
Effect of Coflow Turbulence on the Dynamics and Mixing of a Nonbuoyant Turbulent Jet9
Numerical Study on the Effect of Bank Vegetation on the Hydrodynamics of the American River under Flood Conditions9
Investigation of Aerator Flow Pressure Fluctuation Using Detached Eddy Simulation with VOF Method8
Rigid-Column Model for Rapid Filling in a Partially Filled Horizontal Pipe8
Unstable Transients Affecting Flow Assurance during Hydraulic Transportation of Granular Two-Phase Slurries8
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets8
Pressure-Flow Scour Due to Vertical Contraction: A Review8
Application of Three-Dimensional CFD VOF to Characterize Free-Surface Flow over Trapezoidal Labyrinth Weir and Spillway8
Shallow Flows over Curved Beds: Application of the Serre–Green–Naghdi Theory to Weir Flow8
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages7
Applications of Second Log-Wake Law for Turbulent Velocity Distributions in Laboratory Flumes and Natural Rivers7
Variational Models for Nonhydrostatic Free-Surface Flow: A Unified Outlook to Maritime and Open-Channel Hydraulics Developments7
Longitudinal Dispersion in Unsteady Pipe Flows7
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood7
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe7
Simulation of Three-Dimensional Free-Surface Dam-Break Flows over a Cuboid, Cylinder, and Sphere7
Comparison of Numerical Models for the Interaction of a Fluid Transient with an Offline Air Pocket7
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models7
Coupling Flood Propagation Modeling and Building Collapse in Flash Flood Studies7
Wave-Induced Erosion of Soil Embankment in Laboratory Flume6
Numerical Investigation of High Frequency Wave-Leak Interaction in Water-Filled Pipes6
Predicting Manhole Mixing Using a Compartmental Model6
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions6
Bed-Load Validation for ISSDOTv26
Sediment Nourishments to Mitigate Channel Bed Incision in Engineered Rivers6
Optimal Configuration of Rock Vanes and Bendway Weirs for River Bends: Numerical-Model Insights6
Second Log-Wake Law from Pipe Symmetry and its Applications in Symmetric and Antisymmetric Channel Flows6
Influence of Piano Key Weir Crest Shapes on Flow Characteristics, Scale Effects, and Energy Dissipation for In-Channel Application6
Self-Aeration and Flow Resistance in High-Velocity Flows Down Spillways with Microrough Inverts6
Physically Based Sand Slide Method in Scour Models Based on Slope-Limited Diffusion6
Generalized Bed-Load Function Based on Empirical Data6
Transient Energy Analysis in Water-Filled Viscoelastic Pipelines6
Shock-Fitting Approach for Calculating Air Pocket Entrapment Caused by Full Obstruction in Closed Conduit Transient Flow6
Enhancing Resilience of River Restoration Design in Systems Undergoing Change6
Modified Bottom Air Entrainment Estimate by Chute Offset Aerator6
Coupled Second-Order GTS-MOC Scheme for Transient Pipe Flows with an Entrapped Air Pocket5
Elastic Water Column Model for Hydraulic Transient Analysis of Pipe Networks5
Undular Hydraulic Jumps: Critical Analysis of 2D RANS-VOF Simulations5
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow5
Types I, II, III, and IV Stilling Basin Performance for Stepped Chutes Applied to Embankment Dams5
Improved SWMM Modeling for Rapid Pipe Filling Incorporating Air Behavior in Intermittent Water Supply Systems5
Optimizing the Desilting Efficiency of Submerged Vane Fields at Lateral Diversions5
Turbulent Events around an Intermediately Submerged Boulder under Wake Interference Flow Regime5
Three-Dimensional Simulation of Transient Flows during the Emptying of Pipes with Entrapped Air5
Experimental Investigation of the Effects of Air Pocket Configuration on Fluid Transients in a Pipeline5
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake5
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces5
Performance Similarity between Different-Sized Air Exchange Valves5
Partial Blockage Detection in Pipelines by Modified Reconstructive Method of Characteristics Technique5
Experimental Study on Geysers in Covered Manholes during Release of Air Pockets in Stormwater Systems5
Modal Analysis of Turbulent Flow near an Inclined Bank–Longitudinal Structure Junction5
Generation of Supersaturated Total Dissolved Gases from Low-Level Outlets at Hydropower Facilities5
Floating Woody Debris: Blocking Sensitivity of Labyrinth Weirs in Channel and Reservoir Applications5
Numerical Simulation of Scour Hole Backfilling in Unidirectional Flow4
Laplace-Domain Fluid–Structure Interaction Solutions for Water Hammer Waves in a Pipe4
Extension of the 1D Unsteady Friction Model for Rapidly Accelerating and Decelerating Turbulent Pipe Flows4
Freshwater Flocculation Dependence on Turbulence Properties in the Usumacinta River4
Hydraulic Scale Modeling of Mass Oscillations in a Pumped Storage Plant with Multiple Surge Tanks4
High-Resolution Nonhydrostatic Outfall Plume Modeling: Cross-Flow Validation4
Approximate Analytical Solution and Laboratory Experiments for Dam-Break Wave Tip Region in Triangular Channels4
Bubble Plume Integral Model for Line-Source Diffusers in Ambient Stratification4
Air Pocket Dynamics under Bridging of Stratified Flow during Rapid Filling of a Horizontal Pipe4
Effectiveness of Submerged Vanes for Stabilizing Streamside Bluffs4
Toward a Complete Kinematic Description of Hydraulic Plucking of Fractured Rock4
Particle Entrainment from a Rectangular Cavity in Open-Channel Flows4
Experimental Comparison of Inclined Flows with and without Intense Sediment Transport: Flow Resistance and Surface Elevation4
Experimental Investigation of Extreme Flood Loading on Buildings Considering the Shadowing Effect of the Front Building4
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations4
Rational Approximation of Unsteady Friction Weighting Functions in the Laplace Domain4
Hydrodynamic Characterization of Small-Size Kaplan Turbine4
Analytical Modeling of Mean Velocity Profile through Two-Layered Fully Submerged Vegetation4
Risk Assessment of Levee Seepage Failure Based on the Levee Seepage Failure Probability Pf and the Levee Vulnerability Index t*4
Dynamic Selection of Exposure Time for Turbulent Flow Measurements4
Modeling Sediment Resuspension and Transport Processes Induced by Propeller Wash from Ship Traffic4
Forces on a Vertical Dam due to Solitary Impulse Wave Run-Up and Overtopping4
Pilot Field Implementation of Suction Dredging for Sustainable Sediment Management of Dam Reservoirs4
Numerical Model for Convective Flow in Meandering Channels with Various Sinuosities4
Discharge Estimation Using Video Recordings from Small Unoccupied Aircraft Systems4
Safety Factor for Thoma Stable Area Considering the Governor-Turbine-Penstock System4
Case Study: Experimental Investigation into the Feasibility of Pier Nose Extensions to Reduce Local Scour around Bridge Piers4
Flow Dynamics and Pollutant Transport at an Artificial Right-Angled Open-Channel Junction with a Deformed Bed4
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure4
MOC-Z Models for Transient Gaseous Cavitation in Pipe Flow4
Air Entrained in Flow along a Steep-Stepped Spillway: Data and Insights from a Hydraulic Model4
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact3
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches3
Design Considerations for High-Speed Flow in Sewer Systems3
Image-Based Techniques for the Advanced Characterization of Scour around Bridge Piers in Laboratory3
Experimental Study on Particle Pick-Up Rate of Vertical Vortices3
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming3
Inception Point for Stepped Chute Designs with Multiple Sections of Different Step Heights3
Wedge Aerator at the Bottom Outlet in Flat Tunnels3
Surface Tension Effects on Discharge Capacity of Coanda-Effect Screens3
Impacts of Tributary Inflows on the Circulation and Thermal Regime of the Green Bay Estuary of Lake Michigan3
Opening Configuration Design Effects on Pooled Stepped Chutes3
Testing Three Vertical Slot Fishway Configurations for a Chinese Endemic Fish3
Serre Equations in Channels and Rivers of Arbitrary Cross Section3
Dispersion of Oil Droplets in Rivers3
Multilayer Velocity Model Predicting Flow Resistance of Aerated Flows Down Grass-Lined Spillway3
Experimental and Numerical Investigations of Vibration Characteristics Induced by Pressure Fluctuations in a Parallel Operating Pumping System3
One-Dimensional Compressible Solution for Transient Cavitating Pipe Flow3
Experimental Investigation of Flood Management by an Instantaneous Levee Breach3
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow3
Celerity and Height of Aggradation Fronts in Gravel-Bed Laboratory Channel3
Experimental Investigation of Tsunami Bore-Induced Forces on Skewed Deck Girder Section Bridges3
Identifying Flow Patterns in Water Pipelines Using Complex Network Theory3
Shock-Capturing Characteristics Models for Transient Vaporous Cavitation in Pipe Flow3
Laboratory Measurements of Hydraulic Jacking Uplift Pressure at Offset Joints and Cracks3
Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles3
Occurrence and Characteristic Frequencies of Nappe Oscillations at Free-Overfall Structures3
Turbulent Flow Field around a Cylindrical Pier on a Gravel Bed3
Effect of Turbulence Intensity on Riprap Stability over Streambeds3
Generalized, Dynamic, and Transient-Storage Form of the Preissmann Slot3
Local Equilibrium Sediment Scour Prediction at Bridge Piers with Complex Geometries3
Quantifying the Durability of a Friction-Reducing Surface with Recoverable Superhydrophobicity3
Vortex Hydrosuction: A New Sediment Removal System3
Maximum Shear-Stress Method for Stable Channel Design3
Scour at River-Crossing Cylindrical Structures in Degrading Channels3
Low Froude Number Stilling Basins—Hydrodynamic Characterization3
Drag Forces on Subtropical Trees with Sclerophyllous Foliage Towed through Stillwater3
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways3
Air–Water Flow Patterns and Shockwave Formation in Low-Level Outlets2
Enhanced Physically Based Models for Pressure Characteristics at Plunge Pool Bottoms2
Calculating Column Separation in Conduit Systems Using an Innovative Open Channel Based Model2
An Automated Screening Technique to Identify At-Risk Auxiliary Spillways: Modified Approach in WinDAM2
Improved Air Valve Selection through Better Device Characterization and Modeling2
Laboratory Investigation of the Effect of Air Injection and Trapezoidal Collar on Reducing Local Scouring around Bridge Pier2
Experimental and Numerical Study on Scour-Protection Methods in a Stilling Basin: Case Study of Chancy-Pougny Dam2
Three-Dimensional Simulation of Scalar Transport in Large Shallow Water Systems Using Flux-Form Eulerian–Lagrangian Method2
Entrainment of Sediment Particles in Protection Layers2
Robust Linear PID Control of a Pressure Reducing Valve2
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods2
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 Liu2
From Boussinesq-Type to Quasi-3D Models: A Comparative Analysis2
Reconstructing Extended Irregular Anomalies in Pipelines Using Layer-Peeling with Optimization2
Evolution of Three-Dimensional Flow Field and Vortex Structures around a Single Spur Dike during the Scouring Process2
Simplified Model for Oscillatory Flow-Submerged Canopy Interaction2
Observations from Contraction–Scour Experiments Conducted with a Large Rectangular Channel2
Measuring Vertical Distribution and Dynamic Development of Sediment Infiltration under Laboratory Conditions2
Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks2
Numerical Study on Resistance to Flow in Meandering Channels2
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb2
Hydrodynamic Load on a Pervious Slab with Keyways in a Stilling Basin Lining2
Entrainment, Transport, and Fate of Sediments during Storm Events in Urban Canals and Rivers: Case Study on Bubbly Creek, Chicago2
Boussinesq Models with Moving Boundaries and Their Applicability to Waves Generated by Lateral Oscillation and Bottom Deformation2
Energy Analysis for Transient-Leak Interaction and Implication to Leak Detection in Water Pipeline Systems2
Investigation on the Water Depth of Choked Flow due to Bottom Blockages in Circular Open Channels2
Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study2
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics2
Improved Modeling of Flows in Sewer Pipes with a Novel, Well-Balanced MUSCL Scheme2
Response of Bedload and Bedforms to Near-Bed Flow Structures2
Probabilistic Analysis of Debris Motion in Steady-State Currents for Varying Initial Debris Orientation and Flow Velocity Conditions2
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions2
A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure2
Wave Boundary Layer over a Rough Bottom at Moderate Reynolds Numbers2
Empirical Approach Using Acoustic Doppler Current Profilers for Determining Particle Size Distributions in Estuaries with Highly Concentrated Suspended Matter2
Simultaneous Measurement of Turbulent Surface Velocities and Fish Movement in an Open Channel Flow with Implications for Agent-Based Models2
Boundary Shear Stress Distribution in Curved Compound Open Channels2
Dam-Break Flow Measurements of Liquid–Granular Mixtures in a Channelized Reservoir2
Revisiting Riprap Sizing Relationships for Overtopping Flow Conditions2
Hydraulics of Seepage from Trapezoidal Channels2
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone2
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning2
A Reassessment of Contraction Scour at Bridge Waterways2
A Large Bridge Pier in an Alluvial Channel: Local Scour versus Morphological Effects and the Role of Physical Models2
Confluence of Lock-Exchange Density Currents2
Neural Network Prediction of Alluvial Stream Bedforms2
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns2
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation2
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