Journal of Hydraulic Engineering

Article	Citations
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe	55
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency	28
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River	23
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 Liu	21
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model	20
Robust Linear PID Control of a Pressure Reducing Valve	18
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	17
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake	16
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways	16
Toward a Universal Energy Approach to Estimate Rate of Scour	15
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged	14
Closure to “Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study”	13
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows	13
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes	13
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques	12
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	12
Santa María and the First Bridge Scour Formulas	11
Jet Impinging in Plunging Dropshafts of Medium Height	11
Clear-Water Scour Mechanism at Vibrating Monopile Foundations	11
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization	11
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation	10
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions	10
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization	10
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters	10
Discussion of “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	10

Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow	10
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability	10
Probabilistic Analysis of Debris Motion in Steady-State Currents for Varying Initial Debris Orientation and Flow Velocity Conditions	9
Design Formula for Sizing Rock Riprap at Spill-Through Abutments in Compound Channels	9
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming	9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning	9
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants	9
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow	9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods	9
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”	9
Reaeration in Supercritical Open Channel Flows: An Experimental Study	9
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works	9
Erratum for “How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology” by C. W. McKie, C. Juez, B. D. Plumb, W. K. Annable, and M. J. Franca	8
Inception Line of Air Entrainment for Converging Stepped Spillways	8
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe	8
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces	8
Reviewers	8
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry	8
Effect of Increasing Antecedent Flows on Equilibrium Bed-Load Transport Rates in a Laboratory Channel with a Sand and Gravel Bed Channel	8
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
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches	8
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties	8
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks	8
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume	7
Reviewers	7
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”	7
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation	7
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests	7
Review of Hydraulic Engineering of Dams by Willi H. Hager, Anton J. Schleiss, Robert M. Boes, and Michael PfisterCRC Press/Balkema, Taylor and Francis Group, Schipholweg	7
Reviewers	7
Implementation of a New Bank Erosion Model in Delft3D	7
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook	7
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations	7
Review of Fluvial Hydrodynamics: Hydrodynamic and Sediment Transport Phenomena , 2nd Edition by Subhasish Dey Springer Nature, Switzerland, 2024; ISBN 978-3-031-26037-7	7
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact	7
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks	7
Performance Similarity between Different-Sized Air Exchange Valves	6
Drag Coefficients of Debris Accumulations	6
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns	6
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics	6
Closure to “New Approach to Predicting Local Scour Downstream of Grade-Control Structure” by M. Ben Meftah and M. Mossa	6
Serre Equations in Channels and Rivers of Arbitrary Cross Section	6
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency	6
Discussion of “Hydraulic Model Calibration Using Water Levels Derived from Time Series High-Resolution SAR Images” by Nicolas M. Desrochers, Mélanie Trudel, Daniel L. Peters, Gabriela Siles, and Rober	6
Numerical Study of Scour beneath Sagging Cylinders and Spheres	6
Field Measurements and Numerical Modeling of Hydraulic Transients in HDPE Pipeline with PRV Interaction	6
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses	6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure	6
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature	6
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs	5

The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure	5
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow	5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation	5
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction	5
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration	5
Dynamic Selection of Exposure Time for Turbulent Flow Measurements	5
Harold O. Kester: A Builder of Hydropower in the American West	5
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions	5
Modeling River Plume Dynamics in a Large Wind-Forced Embayment	5
Response of Bedload and Bedforms to Near-Bed Flow Structures	5
Scour at River-Crossing Cylindrical Structures in Degrading Channels	5
High-Velocity Erosion of Sand	5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems	5
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	5
Closure to “Empirical Model for Shields Diagram and Its Applications” by Junke Guo	5
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration	5
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow	5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow	5
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone	5
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets	5
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran	5
A Random Choice Scheme for Transient Mixed Flows	5
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016	5
An Automated Screening Technique to Identify At-Risk Auxiliary Spillways: Modified Approach in WinDAM	5
Friction Factors for Flow through Cracks in Concrete Hydraulic Structures	4
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 Channels	4
Approximate Analytical Solution and Laboratory Experiments for Dam-Break Wave Tip Region in Triangular Channels	4
Ice Process Simulation on Hydraulic Characteristics in the Yellow River	4
Experimental Formula for the Hydraulic Erosion Rate and Numerical Applications of Soft Bedrock Channels	4
Evaluating SWMM Modeling Performance for Rapid Flows on Tunnels with Geometric Discontinuities	4
Local Equilibrium Sediment Scour Prediction at Bridge Piers with Complex Geometries	4
Physics-Informed Neural Network Approach for Solving the One-Dimensional Unsteady Shallow-Water Equations in Riverine Systems	4
Capacity and Noncapacity Sediment Transport Characteristics in the Overtopping-Induced Dam-Breaching Process	4
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective	4
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow	4
Generalized, Dynamic, and Transient-Storage Form of the Preissmann Slot	4
Comparison of Erodibility Parameters for Cohesive Streambank Soils between In Situ Jet Test Device and Laboratory Conduit Flume	4
Freshwater Flocculation Dependence on Turbulence Properties in the Usumacinta River	4
Hydraulic Scale Modeling of Mass Oscillations in a Pumped Storage Plant with Multiple Surge Tanks	4
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions	4
Method for Estimating Clear-Water Local Scour Rate at Complex Piers	4
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows	4
Flow in Sewers with Bottom Obstacles	4
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb	4
From Boussinesq-Type to Quasi-3D Models: A Comparative Analysis	4
Entrainment of Sediment Particles in Protection Layers	4
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb	4
Discharge through Open Offset Joints and Cracks in Spillway Chutes	4
Influence of Hydropower Propellers on Open-Channel Flow	3
Observations from Contraction–Scour Experiments Conducted with a Large Rectangular Channel	3
Unveiling the Dynamics of Hydrosuction Sediment Removal: Insight into Flow Characteristics, Flow Profile, and Critical Suction Velocity	3
Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows	3
Enhanced Physically Based Models for Pressure Characteristics at Plunge Pool Bottoms	3
Analytical Model of Unsteady Internal Water Pressure Propagation along Cracks in Hydropower Tunnel Walls	3
Comparative Study of Nonsymmetrical Trapezoidal and Rectangular Piano Key Weirs with Varying Key Width Ratios	3
Opening Configuration Design Effects on Pooled Stepped Chutes	3
Modeling Sediment Resuspension and Transport Processes Induced by Propeller Wash from Ship Traffic	3
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. García	3
X-Ray Computed Tomography to Measure Bed Density in Sand Transport	3
Close-Range Photogrammetry Application to Monitor Levee Erosion in Case of Wave Overtopping	3
Control of Surface Plastic Transport in Natural Streams	3
Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles	3
Rational Method Time of Concentration Can Underestimate Peak Discharge for Hillslopes	3
Influence of Debris Jam Formed by Trees on Bridge Pier Scour	3
Bulk Flow Parameterization of Temporally Evolving Turbulent Stratified Open Channel Flow Subject to Radiative Heating	3
Improving the Measurement of Air–Water Flow Properties Using Remote Distance Sensing Technology	3
Air Pocket Dynamics under Bridging of Stratified Flow during Rapid Filling of a Horizontal Pipe	3
Experimental Investigation of Tsunami Bore-Induced Forces on Skewed Deck Girder Section Bridges	3
Laboratory Investigation of the Effect of Air Injection and Trapezoidal Collar on Reducing Local Scouring around Bridge Pier	3
Discussion of “Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest” by Loïc Bénet, Giovanni De Cesare, and Michael Pfister	3
Air Demand of a Hydraulic Jump in a Closed Conduit	3
Double Layer–Averaged Model of River Ice–Water Mixture Flow	3
A Modified Shock Tracking–Capturing Finite-Volume Approach for Transient Mixed Flows in Stormwater Systems	3
Linear and Weakly Nonlinear Instabilities of Sand Waves Caused by a Turbulent Flow	3
Scour Control through Bed Soil Stabilization Using Slag-Based Alkali-Activated Cement	3
Air Demand and Flow Patterns of Low-Level Outlets: Accounting for Wall Roughness	3
Dimensionless Analysis of Non-Newtonian Power-Law Fluid Hammer	3
Characterizing the Roughness in Channel Flows Using Direct Numerical Simulations	3
Discussion of “Design Considerations for High-Speed Flow in Sewer Systems”	3

It Was the Best of Hydraulic Sections; It Was the Worst of Hydraulic Sections: A Tale of Two Channels	3
Types I, II, III, and IV Stilling Basin Performance for Stepped Chutes Applied to Embankment Dams	3
On Sediment Mass Flux Directionality Induced by Yawed Permeable Vanes under Near-Critical Mobility Conditions	3
Dynamics of Underwater Gas Blowout in Sonic Regime: Laboratory-Scale Study	3
Validation of Bagnold’s Approximation of Critical Near-Bed Flow Velocity for Incipient Sediment Motion as Particle Settling Velocity	3
Wave Boundary Layer over a Rough Bottom at Moderate Reynolds Numbers	3
Numerical Study on the Effect of Bank Vegetation on the Hydrodynamics of the American River under Flood Conditions	3
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages	2
Vortex Hydrosuction: A New Sediment Removal System	2
Air Flow in Sanitary Sewer Laterals	2
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 978-3-031	2
Impacts of Tributary Inflows on the Circulation and Thermal Regime of the Green Bay Estuary of Lake Michigan	2
TVDLF Method to Simulate Two-Dimensional Flow through Large Hydrologic Systems with Wetlands and Hillslopes	2
A Simple Approach to Simulate Logjams in Two-Dimensional Hydrodynamic Models	2
Discussion of “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 Liu	2
Erratum for “Hindered Settling Velocity in Particle-Fluid Mixture: A Theoretical Study Using the Entropy Concept” by Manotosh Kumbhakar, Snehasis Kundu, and Koeli Ghoshal	2
Laplace-Domain Fluid–Structure Interaction Solutions for Water Hammer Waves in a Pipe	2
The Effect of Bubble Size on Lock-Exchange Density Currents through Bubble Screens	2
Toward a Sustainable Estuary–Delta System for the Mississippi River	2
Impact of Filter Unit Placement on Suspended Sediment Deposition Promotion in Rivers	2
Experimental Study of Pressure Flow due to Vertical Contraction Using Particle Image Velocimetry	2
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. Gallien	2
Effects of Joint and Crack Geometry on Hydraulic Jacking in Lined and Unlined Spillways	2
Fast 3D Simulation of Nonhydrostatic Flows Using a Modified Ghost-Cell Free-Surface Pressure Treatment	2
Impact of Interpolation on Numerical Properties of the Method of Characteristics Used for Solution of the Transient Pipe Flow Equations	2
Modeling Breach Evolution in Noncohesive Earthen Dams by Overtopping	2
Water Soluble Polymers as a Means to Increase Flow Capacity: Field Experiment of Drag Reduction by Polymer Additives in an Irrigation Canal	2
Closure to “Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows”	2
Impact Region of Nonbuoyant Orthogonal Discharge	2
Specific Momentum and Energy for Flow through a Wide Quasi-Rectangular Channel	2
Strongly Coupled 2D and 3D Shallow Water Models: Theory and Verification	2
Particle Entrainment from a Rectangular Cavity in Open-Channel Flows	2
Floating Woody Debris: Blocking Sensitivity of Labyrinth Weirs in Channel and Reservoir Applications	2
Exploration of the Circumferential Velocity Structure Induced by Guide Vane-Type Spiral Flow Generators in a Pipe Flow	2
Uncertainty for the ISSDOTv2 Bedload Measurement Method	2
Undular Hydraulic Jumps: Critical Analysis of 2D RANS-VOF Simulations	2
Flow Velocity and Water Layer Thickness at Vertical Ring Mesh Structures	2
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood	2
Effect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand	2
Anomaly Detection in Targeted Pipe Sections in Water Pipe Systems Using Hydroacoustic Signal Deconvolution	2
2D Serre-Green-Naghdi Equations over Topography: Elliptic Operator Inversion Method	2
Empirical Approach Using Acoustic Doppler Current Profilers for Determining Particle Size Distributions in Estuaries with Highly Concentrated Suspended Matter	2
Experimental Investigation of Turbulence Spectra for Flow over Gravel Beds: Spectral Scaling and Macroturbulence Streampower	2
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation	2
Delineating Flood-Induced Sediment Scour in Bridge-Contracted Channels: Processes, Patterns, and Scour Depth under Various Scour Regimes	2
3D Displacement and Axial Load of Placed Riprap Supported at the Toe: Use of Structure from Motion	2
Calculating Column Separation in Conduit Systems Using an Innovative Open Channel Based Model	2
Erratum for “Surface-Based Transport Model for Mixed-Size Sediment”	2
Entropic Friction Factor Modeling for Mineral Slurry Flow in Pressurized Pipes	2
A Large Bridge Pier in an Alluvial Channel: Local Scour versus Morphological Effects and the Role of Physical Models	2
Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows	2