Journal of Hydraulic Engineering

Papers
(The TQCC of Journal of Hydraulic Engineering is 5. 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 2020-05-01 to 2024-05-01.)
ArticleCitations
Dam-Break Wave Propagation in Alpine Valley with HEC-RAS 2D: Experimental Cancano Test Case38
Influence of Pier Geometry and Debris Characteristics on Wood Debris Accumulations at Bridge Piers27
Experimental and Theoretical Study of Local Scour around Three-Pier Group26
Effect of 30-Degree Sloping Smooth and Stepped Chute Approach Flow on the Performance of a Classical Stilling Basin22
Three-Dimensional Numerical Study of Multiple Vertical Buoyant Jets in Stationary Ambient Water20
Three-Dimensional Coherent Flow Structures during Incipient Particle Motion20
Empirical Model for Shields Diagram and Its Applications19
Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches19
Sediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming18
Hybrid Modeling for Design of a Novel Bridge Pier Collar for Reducing Scour17
Development of a TFR-Based Method for the Simultaneous Detection of Leakage and Partial Blockage in Water Supply Pipelines17
Roller Characteristics of Preaerated High-Froude-Number Hydraulic Jumps16
Experimental and Numerical Analysis of Two-Phase Flows in Plunge Pools16
High-Velocity Air–Water Flow Measurements in a Prototype Tunnel Chute: Scaling of Void Fraction and Interfacial Velocity16
Expulsion of Entrapped Air in a Rapidly Filling Horizontal Pipe15
Case Study of Prototype Hydraulic Jump on Slope: Air Entrainment and Free-Surface Measurement15
Analytical and Experimental Investigations of Dam-Break Flows in Triangular Channels with Wet-Bed Conditions14
Case Study of Total Dissolved Gas Transfer and Degasification in a Prototype Ski-Jump Spillway14
Evolution of Flow Fields in a Developing Local Scour Hole Formed by a Submerged Wall Jet14
Hydraulic Jump Stilling Basin Design over Rough Beds14
Flow and Scour around Idealized Porous Engineered Log Jam Structures13
Impact of Particle Shape on Saltating Mode of Bedload Transport Sheared by Turbulent Flow13
Comparing SWMM 5.1 Calculation Alternatives to Represent Unsteady Stormwater Sewer Flows13
Air Demand of Low-Level Outlets for Large Dams13
Smooth and Stepped Spillway Modeling Using the SPH Method13
Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System13
Unsteady Hydrodynamic Behavior at Piano Key Weirs13
Improved Modeling of Subaerial and Subaqueous Muddy Debris Flows11
Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest11
Test and Improvement of 1D Routing Algorithms for Dam-Break Floods11
Flood-Induced Hydrodynamic and Debris Impact Forces on Single-Span Masonry Arch Bridge11
Investigation of Transient Wave Behavior in Water Pipelines with Blockages11
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
How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology10
Dam-Break Modeling: LBM as the Way towards Fully 3D, Large-Scale Applications10
Effects of Inclination Angle on Archimedes Screw Generator Power Production with Constant Head10
Effect of Acoustic Doppler Velocimetry Sampling Frequency on Statistical Measurements of Turbulent Axisymmetric Jets10
Hydrodynamic Lift on Sediment Particles at Entrainment: Present Status and Its Prospect10
Mean Flow and Turbulence Characteristics around Multiple-Arm Instream Structures and Comparison with Single-Arm Structures10
1935 Sella Zerbino Dam-Break Case Revisited: A New Hydrologic and Hydraulic Analysis10
Physical and Numerical Modeling of the Hydraulic Characteristics of Type-A Piano Key Weirs10
Numerical Modeling of Flow and Local Scour around Pipeline in Steady Currents Using Moving Mesh with Masked Elements10
Effects of Streamwise Abutment Length on Scour at Riprap Apron-Protected Setback Abutments in Compound Channels9
Novel Environment Enables PIV Measurements of Turbulent Flow around and within Complex Topographies9
Effect of Coflow Turbulence on the Dynamics and Mixing of a Nonbuoyant Turbulent Jet9
Inverse Wave Reflectometry Method for Hydraulic Transient-Based Pipeline Condition Assessment9
Simple Formulation of Bedload Sediment Transport Rate Based on Novel Definition of Pickup Probability9
Air Demand of a Hydraulic Jump in a Closed Conduit9
Water Soluble Polymers as a Means to Increase Flow Capacity: Field Experiment of Drag Reduction by Polymer Additives in an Irrigation Canal9
Circulation in Lake Ontario: Numerical and Physical Model Analysis9
Comparative Study of Nonsymmetrical Trapezoidal and Rectangular Piano Key Weirs with Varying Key Width Ratios9
Analysis of Pressure Differences and Water Transverse Movement in a Partial-Flip Bucket8
Investigation of Aerator Flow Pressure Fluctuation Using Detached Eddy Simulation with VOF Method8
Pressure-Flow Scour Due to Vertical Contraction: A Review8
Temporal Evolution of Clear-Water Local Scour at Bridge Piers with Flow-Dependent Debris Accumulations8
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure8
Unstable Transients Affecting Flow Assurance during Hydraulic Transportation of Granular Two-Phase Slurries8
Novel Riprap Structure for Improved Bridge Pier Scour Protection8
Experimental Investigation of Archimedes Screw Pump8
Modeling of Sediment Transport with a Mobile Mixed-Sand Bed in Wave Motion7
Monolithic Multiphysics Simulation of Compound Flooding7
Performance Optimization of Overshot Water Wheels at High Rotational Speeds for Hydropower Applications7
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets7
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
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective7
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction7
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
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation7
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
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration7
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow6
Bed-Load Validation for ISSDOTv26
Numerical Investigation of High Frequency Wave-Leak Interaction in Water-Filled Pipes6
Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows6
Flow Redistribution at Bridge Contractions in Compound Channel for Extreme Hydrological Events and Implications for Sediment Scour6
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages6
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions6
Sediment Nourishments to Mitigate Channel Bed Incision in Engineered Rivers6
Applications of Second Log-Wake Law for Turbulent Velocity Distributions in Laboratory Flumes and Natural Rivers6
Second Log-Wake Law from Pipe Symmetry and its Applications in Symmetric and Antisymmetric Channel Flows6
Physically Based Sand Slide Method in Scour Models Based on Slope-Limited Diffusion6
Shock-Fitting Approach for Calculating Air Pocket Entrapment Caused by Full Obstruction in Closed Conduit Transient Flow6
Modified Bottom Air Entrainment Estimate by Chute Offset Aerator6
Velocity of Debris Flow Determined by Grain Composition6
Transient Energy Analysis in Water-Filled Viscoelastic Pipelines6
Numerical Study on the Effect of Bank Vegetation on the Hydrodynamics of the American River under Flood Conditions6
Predicting Manhole Mixing Using a Compartmental Model6
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood6
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe5
Proof-of-Concept for Nonintrusive and Undisturbed Measurement of Sediment Infiltration Masses Using Gamma-Ray Attenuation5
Run-Up of Impulse Wave Trains on Steep to Vertical Slopes5
Wave-Induced Erosion of Soil Embankment in Laboratory Flume5
Estimating Sediment Settling Velocities from a Theoretically Guided Data-Driven Approach5
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows5
Generation of Supersaturated Total Dissolved Gases from Low-Level Outlets at Hydropower Facilities5
Rigid-Column Model for Rapid Filling in a Partially Filled Horizontal Pipe5
Generalized Bed-Load Function Based on Empirical Data5
Optimal Configuration of Rock Vanes and Bendway Weirs for River Bends: Numerical-Model Insights5
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
Free Surface Air Entrainment and Single-Bubble Movement in Supercritical Open-Channel Flow5
Longitudinal Dispersion in Unsteady Pipe Flows5
Performance Similarity between Different-Sized Air Exchange Valves5
Undular Hydraulic Jumps: Critical Analysis of 2D RANS-VOF Simulations5
Eulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions5
Comparison of Numerical Models for the Interaction of a Fluid Transient with an Offline Air Pocket5
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