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 2020-04-01 to 2024-04-01.)
ArticleCitations
Dam-Break Wave Propagation in Alpine Valley with HEC-RAS 2D: Experimental Cancano Test Case36
Dynamics of Gravity Currents Flowing Up a Slope and Implications for Entrainment29
Stability and Robustness of Real-Time Pressure Control in Water Distribution Systems28
Effect of Inlet Turbulent Boundary Conditions on Scour Predictions of Coupled LES and Morphodynamics in a Field-Scale River: Bankfull Flow Conditions27
Influence of Pier Geometry and Debris Characteristics on Wood Debris Accumulations at Bridge Piers25
Temporal Evolution of Clear-Water Local Scour at Aligned and Skewed Complex Bridge Piers25
Experimental and Theoretical Study of Local Scour around Three-Pier Group25
Effect of 30-Degree Sloping Smooth and Stepped Chute Approach Flow on the Performance of a Classical Stilling Basin21
Theoretical Approach for Shear-Stress Estimation at 2D Equilibrium Scour Holes in Granular Material due to Subvertical Plunging Jets20
Three-Dimensional Numerical Study of Multiple Vertical Buoyant Jets in Stationary Ambient Water20
Three-Dimensional Coherent Flow Structures during Incipient Particle Motion20
Wave-Leak Interaction in a Simple Pipe System18
Empirical Model for Shields Diagram and Its Applications18
Fluid-Structure Interaction in Transient-Based Extended Defect Detection of Pipe Walls18
Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches18
Development of a TFR-Based Method for the Simultaneous Detection of Leakage and Partial Blockage in Water Supply Pipelines17
Sediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming17
Roller Characteristics of Preaerated High-Froude-Number Hydraulic Jumps16
High-Velocity Air–Water Flow Measurements in a Prototype Tunnel Chute: Scaling of Void Fraction and Interfacial Velocity16
Experimental and Numerical Analysis of Two-Phase Flows in Plunge Pools15
Expulsion of Entrapped Air in a Rapidly Filling Horizontal Pipe15
Hybrid Modeling for Design of a Novel Bridge Pier Collar for Reducing Scour15
LIDAR Observations of Free-Surface Time and Length Scales in Hydraulic Jumps15
Case Study of Prototype Hydraulic Jump on Slope: Air Entrainment and Free-Surface Measurement14
Air Demand of Low-Level Outlets for Large Dams13
Localizing Leakage Hotspots in Water Distribution Networks via the Regularization of an Inverse Problem13
Hydraulic Jump Stilling Basin Design over Rough Beds13
Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System13
Smooth and Stepped Spillway Modeling Using the SPH Method13
Analytical and Experimental Investigations of Dam-Break Flows in Triangular Channels with Wet-Bed Conditions13
Comparing SWMM 5.1 Calculation Alternatives to Represent Unsteady Stormwater Sewer Flows13
Impact of Particle Shape on Saltating Mode of Bedload Transport Sheared by Turbulent Flow13
Evolution of Flow Fields in a Developing Local Scour Hole Formed by a Submerged Wall Jet13
Case Study of Total Dissolved Gas Transfer and Degasification in a Prototype Ski-Jump Spillway13
Unsteady Hydrodynamic Behavior at Piano Key Weirs12
Flow and Scour around Idealized Porous Engineered Log Jam Structures12
Prediction of Air-Entrained Vortex in Pump Sump: Influence of Turbulence Models and Interface-Tracking Methods12
Improved Modeling of Subaerial and Subaqueous Muddy Debris Flows11
Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest11
Flood-Induced Hydrodynamic and Debris Impact Forces on Single-Span Masonry Arch Bridge11
1935 Sella Zerbino Dam-Break Case Revisited: A New Hydrologic and Hydraulic Analysis10
Test and Improvement of 1D Routing Algorithms for Dam-Break Floods10
How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology10
Investigation of Transient Wave Behavior in Water Pipelines with Blockages10
Pipe Burst Detection, Localization, and Quantification Using the Transient Pressure Damping Method10
Leak Detection for Pipelines Using In-Pipe Optical Fiber Pressure Sensors and a Paired-IRF Technique10
Effect of Acoustic Doppler Velocimetry Sampling Frequency on Statistical Measurements of Turbulent Axisymmetric Jets10
Numerical Modeling of Flow and Local Scour around Pipeline in Steady Currents Using Moving Mesh with Masked Elements10
Effects of Inclination Angle on Archimedes Screw Generator Power Production with Constant Head10
Physical and Numerical Modeling of the Hydraulic Characteristics of Type-A Piano Key Weirs10
Hydrodynamic Lift on Sediment Particles at Entrainment: Present Status and Its Prospect10
Dam-Break Modeling: LBM as the Way towards Fully 3D, Large-Scale Applications10
Numerical Investigation of Ski Jump Hydraulics9
Mean Flow and Turbulence Characteristics around Multiple-Arm Instream Structures and Comparison with Single-Arm Structures9
Circulation in Lake Ontario: Numerical and Physical Model Analysis9
Novel Environment Enables PIV Measurements of Turbulent Flow around and within Complex Topographies9
Effects of Streamwise Abutment Length on Scour at Riprap Apron-Protected Setback Abutments in Compound Channels9
Effect of Coflow Turbulence on the Dynamics and Mixing of a Nonbuoyant Turbulent Jet9
Simple Formulation of Bedload Sediment Transport Rate Based on Novel Definition of Pickup Probability9
Water Soluble Polymers as a Means to Increase Flow Capacity: Field Experiment of Drag Reduction by Polymer Additives in an Irrigation Canal9
Inverse Wave Reflectometry Method for Hydraulic Transient-Based Pipeline Condition Assessment9
Comparative Study of Nonsymmetrical Trapezoidal and Rectangular Piano Key Weirs with Varying Key Width Ratios9
Novel Riprap Structure for Improved Bridge Pier Scour Protection8
Investigation of Manhole Cover Displacement during Rapid Filling of Stormwater Systems8
Experimental Investigation of Archimedes Screw Pump8
Unstable Transients Affecting Flow Assurance during Hydraulic Transportation of Granular Two-Phase Slurries8
Temporal Evolution of Clear-Water Local Scour at Bridge Piers with Flow-Dependent Debris Accumulations8
Air Demand of a Hydraulic Jump in a Closed Conduit8
Designing Experiments to Study Dam Breach Hydraulic Phenomena8
Analysis of Pressure Differences and Water Transverse Movement in a Partial-Flip Bucket8
Hydrokinetic Turbines in Yawed Conditions: Toward Synergistic Fluvial Installations8
Pressure-Flow Scour Due to Vertical Contraction: A Review8
Residual Energy on Ski-Jump-Step and Stepped Spillways with Various Step Configurations7
Performance Optimization of Overshot Water Wheels at High Rotational Speeds for Hydropower Applications7
Experimental Study of Impact Pressures on Deep Plunge Pool Floors Generated by Submerged Inclined Jets with Controlled Aeration7
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration7
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure7
Monolithic Multiphysics Simulation of Compound Flooding7
Reducing the Flood Risk of Art Cities: The Case of Florence7
Experimental Investigations on Hydrodynamic Characteristics of Tsunami-Like Hydraulic Bores Impacting a Square Structure7
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction7
Variational Models for Nonhydrostatic Free-Surface Flow: A Unified Outlook to Maritime and Open-Channel Hydraulics Developments7
Application of Three-Dimensional CFD VOF to Characterize Free-Surface Flow over Trapezoidal Labyrinth Weir and Spillway7
Simulation of Three-Dimensional Free-Surface Dam-Break Flows over a Cuboid, Cylinder, and Sphere7
Investigation of Aerator Flow Pressure Fluctuation Using Detached Eddy Simulation with VOF Method7
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets7
Shallow Flows over Curved Beds: Application of the Serre–Green–Naghdi Theory to Weir Flow7
Coupling Flood Propagation Modeling and Building Collapse in Flash Flood Studies7
Modeling of Sediment Transport with a Mobile Mixed-Sand Bed in Wave Motion6
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
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood6
Velocity of Debris Flow Determined by Grain Composition6
Primitive Form Godunov-Type Scheme for Two-Phase Homogeneous Water Hammer Flows6
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation6
Numerical Investigation of High Frequency Wave-Leak Interaction in Water-Filled Pipes6
Flow Redistribution at Bridge Contractions in Compound Channel for Extreme Hydrological Events and Implications for Sediment Scour6
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective6
Applications of Second Log-Wake Law for Turbulent Velocity Distributions in Laboratory Flumes and Natural Rivers6
Air-Pocket Entrapment Caused by Shear Flow Instabilities in Rapid-Filling Pipes6
Second Log-Wake Law from Pipe Symmetry and its Applications in Symmetric and Antisymmetric Channel Flows6
Predicting Manhole Mixing Using a Compartmental Model6
Field Measurement of the Probability of Coarse-Grained Sediment Entrainment in Natural Rivers6
Modified Bottom Air Entrainment Estimate by Chute Offset Aerator6
Physically Based Sand Slide Method in Scour Models Based on Slope-Limited Diffusion6
Eulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions5
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions5
Bed-Load Validation for ISSDOTv25
Free Surface Air Entrainment and Single-Bubble Movement in Supercritical Open-Channel Flow5
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe5
Underflow Curvature and Resultant Force on a Vertical Sluice Gate5
Performance Similarity between Different-Sized Air Exchange Valves5
Undular Hydraulic Jumps: Critical Analysis of 2D RANS-VOF Simulations5
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages5
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow5
Comparison of Numerical Models for the Interaction of a Fluid Transient with an Offline Air Pocket5
Numerical Study on the Effect of Bank Vegetation on the Hydrodynamics of the American River under Flood Conditions5
Proof-of-Concept for Nonintrusive and Undisturbed Measurement of Sediment Infiltration Masses Using Gamma-Ray Attenuation5
Generalized Bed-Load Function Based on Empirical Data5
Longitudinal Dispersion in Unsteady Pipe Flows5
Wave-Induced Erosion of Soil Embankment in Laboratory Flume5
Estimating Sediment Settling Velocities from a Theoretically Guided Data-Driven Approach5
Enhancing Resilience of River Restoration Design in Systems Undergoing Change5
Impulse Waves in Reservoirs: Research Up to 19905
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models5
Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows5
Run-Up of Impulse Wave Trains on Steep to Vertical Slopes5
Sediment Nourishments to Mitigate Channel Bed Incision in Engineered Rivers5
Optimal Configuration of Rock Vanes and Bendway Weirs for River Bends: Numerical-Model Insights5
Design, Construction, and Destruction in the Classroom: Experiential Learning with Earthen Dams4
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
Experimental Study on Geysers in Covered Manholes during Release of Air Pockets in Stormwater Systems4
Modal Analysis of Turbulent Flow near an Inclined Bank–Longitudinal Structure Junction4
Effects of Air Vent Size and Location Design on Air Supply Efficiency in Flood Discharge Tunnel Operations4
Rigid-Column Model for Rapid Filling in a Partially Filled Horizontal Pipe4
Effectiveness of Submerged Vanes for Stabilizing Streamside Bluffs4
Extension of the 1D Unsteady Friction Model for Rapidly Accelerating and Decelerating Turbulent Pipe Flows4
Numerical Model for Convective Flow in Meandering Channels with Various Sinuosities4
Partial Blockage Detection in Pipelines by Modified Reconstructive Method of Characteristics Technique4
Turbulent Events around an Intermediately Submerged Boulder under Wake Interference Flow Regime4
Remote Estimation of Turbulence Intensity Variation in Open Channels4
Experimental Investigation of Loading due to Debris Dams on Structures4
MOC-Z Models for Transient Gaseous Cavitation in Pipe Flow4
Generation of Supersaturated Total Dissolved Gases from Low-Level Outlets at Hydropower Facilities4
Low-Velocity Zone in Smooth Pipe Culvert with and without Streamwise Rib for Fish Passage4
Numerical Simulation of Scour Hole Backfilling in Unidirectional Flow4
Freshwater Flocculation Dependence on Turbulence Properties in the Usumacinta River4
Experimental Investigation of Extreme Flood Loading on Buildings Considering the Shadowing Effect of the Front Building4
Hydrodynamic Characterization of Small-Size Kaplan Turbine4
Rational Approximation of Unsteady Friction Weighting Functions in the Laplace Domain4
Impacts of Nodal Demand Allocations on Transient-Based Skeletonization of Water Distribution Systems4
Dynamic Selection of Exposure Time for Turbulent Flow Measurements4
Revisiting Waal River Training by Historical Reconstruction4
Applied Research Can Enhance Hydraulic Engineering Education4
Flow Patterns and Turbulent Kinetic Energy Budget of Undular Jumps in a Narrow Flume4
Teaching Hydraulics and Hydraulic Structure Design with Leonardo da Vinci4
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces4
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow3
Elastic Water Column Model for Hydraulic Transient Analysis of Pipe Networks3
Influence of Piano Key Weir Crest Shapes on Flow Characteristics, Scale Effects, and Energy Dissipation for In-Channel Application3
Experimental Comparison of Inclined Flows with and without Intense Sediment Transport: Flow Resistance and Surface Elevation3
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows3
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations3
Experimental Investigation of Tsunami Bore-Induced Forces on Skewed Deck Girder Section Bridges3
Response of the Minnesota River to Variant Sediment Loading3
Large-Flume Tests on Flow Dislodgment of Rocks Forming Bendway Weirs3
Geometric Effects on Discharge Relationships for Labyrinth Weirs3
Air Entrained in Flow along a Steep-Stepped Spillway: Data and Insights from a Hydraulic Model3
Closure to “Turbulence Characteristics of Classical Hydraulic Jump Using DES” by Vimaldoss Jesudhas, Ram Balachandar, Vesselina Roussinova, and Ron Barron3
Simplified Model for Oscillatory Flow-Submerged Canopy Interaction3
Dispersion of Oil Droplets in Rivers3
Energy Dissipation of Debris Flows over Stepped Gradients and Erodible Beds in Open Channel3
Floating Woody Debris: Blocking Sensitivity of Labyrinth Weirs in Channel and Reservoir Applications3
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure3
Ranging of Turbulent Water Surfaces Using a Laser Triangulation Principle in a Laboratory Environment3
Hydraulic Model Calibration Using Water Levels Derived from Time Series High-Resolution SAR Images3
Hydraulic Scale Modeling of Mass Oscillations in a Pumped Storage Plant with Multiple Surge Tanks3
Computational Study of the Source-Area Effect for Bubble Plumes in Stratified Environments3
Axis Switching of Free-Falling Elliptical Water Jets3
Risk Assessment of Levee Seepage Failure Based on the Levee Seepage Failure Probability Pf and the Levee Vulnerability Index t*3
Particle Entrainment from a Rectangular Cavity in Open-Channel Flows3
Celerity and Height of Aggradation Fronts in Gravel-Bed Laboratory Channel3
Neural Network Prediction of Maximum Scour in Bends of Sand-Bed Rivers3
Inception Point for Stepped Chute Designs with Multiple Sections of Different Step Heights3
Estimating the Calibration Error–Caused Bias Limit of Moving-Boat ADCP Streamflow Measurements3
Types I, II, III, and IV Stilling Basin Performance for Stepped Chutes Applied to Embankment Dams3
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming3
Identifying Flow Patterns in Water Pipelines Using Complex Network Theory3
High-Resolution Nonhydrostatic Outfall Plume Modeling: Cross-Flow Validation3
Occurrence and Characteristic Frequencies of Nappe Oscillations at Free-Overfall Structures3
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches2
Surface Tension Effects on Discharge Capacity of Coanda-Effect Screens2
Experimental and Numerical Investigations of Vibration Characteristics Induced by Pressure Fluctuations in a Parallel Operating Pumping System2
Complex Flow Patterns in the Scheldt Estuary: Field Measurements and Validation of a Hydrodynamic Model2
Entrainment of Sediment Particles in Protection Layers2
Hydraulic Behavior of Progressively Lengthened Mine-Waste Dumps2
Case Study: Experimental Investigation into the Feasibility of Pier Nose Extensions to Reduce Local Scour around Bridge Piers2
Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study2
Experimental Investigation of Flood Management by an Instantaneous Levee Breach2
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation2
Numerical Study on Resistance to Flow in Meandering Channels2
Impacts of Tributary Inflows on the Circulation and Thermal Regime of the Green Bay Estuary of Lake Michigan2
Discussion of “Turbulence Characteristics of Classical Hydraulic Jump Using DES” by Vimaldoss Jesudhas, Ram Balachandar, Vesselina Roussinova, and Ron Barron2
Shock-Capturing Characteristics Models for Transient Vaporous Cavitation in Pipe Flow2
Air Pocket Dynamics under Bridging of Stratified Flow during Rapid Filling of a Horizontal Pipe2
Calculating Column Separation in Conduit Systems Using an Innovative Open Channel Based Model2
Three-Dimensional Simulation of Scalar Transport in Large Shallow Water Systems Using Flux-Form Eulerian–Lagrangian Method2
Dam-Break Flow Measurements of Liquid–Granular Mixtures in a Channelized Reservoir2
Boussinesq Models with Moving Boundaries and Their Applicability to Waves Generated by Lateral Oscillation and Bottom Deformation2
Hydraulics of Seepage from Trapezoidal Channels2
Modeling Sediment Resuspension and Transport Processes Induced by Propeller Wash from Ship Traffic2
Towards an Operational Flow Forecasting System for the Upper Niagara River2
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake2
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods2
Image-Based Techniques for the Advanced Characterization of Scour around Bridge Piers in Laboratory2
From Boussinesq-Type to Quasi-3D Models: A Comparative Analysis2
Analytical Modeling of Mean Velocity Profile through Two-Layered Fully Submerged Vegetation2
Boundary Shear Stress Distribution in Curved Compound Open Channels2
Empirical Approach Using Acoustic Doppler Current Profilers for Determining Particle Size Distributions in Estuaries with Highly Concentrated Suspended Matter2
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions2
Drag Forces on Subtropical Trees with Sclerophyllous Foliage Towed through Stillwater2
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone2
Entrainment, Transport, and Fate of Sediments during Storm Events in Urban Canals and Rivers: Case Study on Bubbly Creek, Chicago2
Teaching Approaches to Select Economical Pipe Diameters in Pumping Systems2
Experimental and Numerical Study on Scour-Protection Methods in a Stilling Basin: Case Study of Chancy-Pougny Dam2
Experimental Investigation of the Effects of Air Pocket Configuration on Fluid Transients in a Pipeline2
Multilayer Velocity Model Predicting Flow Resistance of Aerated Flows Down Grass-Lined Spillway2
Confluence of Lock-Exchange Density Currents2
Safety Factor for Thoma Stable Area Considering the Governor-Turbine-Penstock System2
One-Dimensional Compressible Solution for Transient Cavitating Pipe Flow2
Experimental Study on Particle Pick-Up Rate of Vertical Vortices2
Three-Dimensional Simulation of Transient Flows during the Emptying of Pipes with Entrapped Air2
Self-Aeration and Flow Resistance in High-Velocity Flows Down Spillways with Microrough Inverts2
Vortex Hydrosuction: A New Sediment Removal System2
Measuring Vertical Distribution and Dynamic Development of Sediment Infiltration under Laboratory Conditions2
Flow Dynamics and Pollutant Transport at an Artificial Right-Angled Open-Channel Junction with a Deformed Bed2
New Conceptual Framework for the Erosion of Fine Sediment from a Gravel Matrix Based on Experimental Analysis2
Scour at River-Crossing Cylindrical Structures in Degrading Channels2
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