Journal of Hydraulic Engineering

Article	Citations
Numerical Simulation of Discontinuously Vegetated Open Channel Flow to Estimate Effects of Vegetation Condition on Flood Mitigation	65
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways	29
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model	29
Toward a Universal Energy Approach to Estimate Rate of Scour	25
Discharge Characteristics of Semicylindrical-Edged Vertical Sluice Gates	21
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River	21
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	19
Robust Linear PID Control of a Pressure Reducing Valve	17
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	17
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency	17
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged	15
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe	14
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake	14
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows	13
Jet Impinging in Plunging Dropshafts of Medium Height	12
Clear-Water Scour Mechanism at Vibrating Monopile Foundations	12
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes	12
Santa María and the First Bridge Scour Formulas	12
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	11
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques	11
Closure to “Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study”	11
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow	10
Discussion of “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	10
Probabilistic Analysis of Debris Motion in Steady-State Currents for Varying Initial Debris Orientation and Flow Velocity Conditions	10
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation	10

Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants	10
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization	10
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability	10
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters	10
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization	10
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions	9
Reaeration in Supercritical Open Channel Flows: An Experimental Study	9
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow	9
Effect of Increasing Antecedent Flows on Equilibrium Bed-Load Transport Rates in a Laboratory Channel with a Sand and Gravel Bed Channel	9
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces	9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning	9
Design Formula for Sizing Rock Riprap at Spill-Through Abutments in Compound Channels	9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods	9
Reviewers	9
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming	9
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”	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	9
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations	9
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
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe	8
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency	8
Reviewers	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
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks	8
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works	8
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	8
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation	8
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry	8
Inception Line of Air Entrainment for Converging Stepped Spillways	8
Performance Similarity between Different-Sized Air Exchange Valves	8
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
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks	8
Harold O. Kester: A Builder of Hydropower in the American West	7
Reviewers	7
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook	7
Drag Coefficients of Debris Accumulations	7
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature	7
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact	7
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume	7
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses	7
Serre Equations in Channels and Rivers of Arbitrary Cross Section	7
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”	7
Implementation of a New Bank Erosion Model in Delft3D	7
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests	7
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns	6
Calibration Technology for a Radar Surface Velocimeter	6
Response of Bedload and Bedforms to Near-Bed Flow Structures	6
Dynamic Selection of Exposure Time for Turbulent Flow Measurements	6
Closure to “A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure”	6

Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics	6
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure	6
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets	6
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran	6
Numerical Study of Scour beneath Sagging Cylinders and Spheres	6
Influence of Water Drag and Headspace Air Pressure on Airflow in Sanitary Sewers	6
High-Velocity Erosion of Sand	6
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration	6
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration	5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow	5
Numerical Study on Resistance to Flow in Meandering Channels	5
A Random Choice Scheme for Transient Mixed Flows	5
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow	5
Flow in Sewers with Bottom Obstacles	5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems	5
Scour at River-Crossing Cylindrical Structures in Degrading Channels	5
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016	5
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow	5
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions	5
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb	5
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow	5
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure	5
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone	5
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions	5
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs	5
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows	5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation	5
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective	5
Erratum for “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	5
Modeling River Plume Dynamics in a Large Wind-Forced Embayment	5
Capacity and Noncapacity Sediment Transport Characteristics in the Overtopping-Induced Dam-Breaching Process	4
Generalized, Dynamic, and Transient-Storage Form of the Preissmann Slot	4
Physics-Informed Neural Network Approach for Solving the One-Dimensional Unsteady Shallow-Water Equations in Riverine Systems	4
From Boussinesq-Type to Quasi-3D Models: A Comparative Analysis	4
Discharge through Open Offset Joints and Cracks in Spillway Chutes	4
Entrainment of Sediment Particles in Protection Layers	4
Dimensionless Analysis of Non-Newtonian Power-Law Fluid Hammer	4
Air Demand and Flow Patterns of Low-Level Outlets: Accounting for Wall Roughness	4
Hydraulic Scale Modeling of Mass Oscillations in a Pumped Storage Plant with Multiple Surge Tanks	4
Approximate Analytical Solution and Laboratory Experiments for Dam-Break Wave Tip Region in Triangular Channels	4
Friction Factors for Flow through Cracks in Concrete Hydraulic Structures	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
Freshwater Flocculation Dependence on Turbulence Properties in the Usumacinta River	4
Wave Boundary Layer over a Rough Bottom at Moderate Reynolds Numbers	4
Unveiling the Dynamics of Hydrosuction Sediment Removal: Insight into Flow Characteristics, Flow Profile, and Critical Suction Velocity	4
Local Equilibrium Sediment Scour Prediction at Bridge Piers with Complex Geometries	4
Method for Estimating Clear-Water Local Scour Rate at Complex Piers	4
Evaluating SWMM Modeling Performance for Rapid Flows on Tunnels with Geometric Discontinuities	4
Influence of Debris Jam Formed by Trees on Bridge Pier Scour	4
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb	4
Comparison of Erodibility Parameters for Cohesive Streambank Soils between In Situ Jet Test Device and Laboratory Conduit Flume	4
Double Layer–Averaged Model of River Ice–Water Mixture Flow	4
Modeling Sediment Resuspension and Transport Processes Induced by Propeller Wash from Ship Traffic	3
Laboratory Investigation of the Effect of Air Injection and Trapezoidal Collar on Reducing Local Scouring around Bridge Pier	3
Discussion of “Design Considerations for High-Speed Flow in Sewer Systems”	3
Opening Configuration Design Effects on Pooled Stepped Chutes	3
Improving the Measurement of Air–Water Flow Properties Using Remote Distance Sensing Technology	3
Enhanced Physically Based Models for Pressure Characteristics at Plunge Pool Bottoms	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
Characterizing the Roughness in Channel Flows Using Direct Numerical Simulations	3
Air Flow in Sanitary Sewer Laterals	3
Effect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand	3
Effects of Joint and Crack Geometry on Hydraulic Jacking in Lined and Unlined Spillways	3
Three-Dimensional Numerical Study of Flood-Building Interactions to Assess the Efficiency of Flood Adaptation Strategies	3
Control of Surface Plastic Transport in Natural Streams	3
On Sediment Mass Flux Directionality Induced by Yawed Permeable Vanes under Near-Critical Mobility Conditions	3
Validation of Bagnold’s Approximation of Critical Near-Bed Flow Velocity for Incipient Sediment Motion as Particle Settling Velocity	3
Comparative Study of Nonsymmetrical Trapezoidal and Rectangular Piano Key Weirs with Varying Key Width Ratios	3
Bulk Flow Parameterization of Temporally Evolving Turbulent Stratified Open Channel Flow Subject to Radiative Heating	3
Scour Control through Bed Soil Stabilization Using Slag-Based Alkali-Activated Cement	3
Close-Range Photogrammetry Application to Monitor Levee Erosion in Case of Wave Overtopping	3
Influence of Hydropower Propellers on Open-Channel Flow	3
A Modified Shock Tracking–Capturing Finite-Volume Approach for Transient Mixed Flows in Stormwater Systems	3
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood	3
Impact of Interpolation on Numerical Properties of the Method of Characteristics Used for Solution of the Transient Pipe Flow Equations	3
Fast 3D Simulation of Nonhydrostatic Flows Using a Modified Ghost-Cell Free-Surface Pressure Treatment	3
Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles	3

Air Pocket Dynamics under Bridging of Stratified Flow during Rapid Filling of a Horizontal Pipe	3
Numerical Study on the Effect of Bank Vegetation on the Hydrodynamics of the American River under Flood Conditions	3
It Was the Best of Hydraulic Sections; It Was the Worst of Hydraulic Sections: A Tale of Two Channels	3
Dynamics of Underwater Gas Blowout in Sonic Regime: Laboratory-Scale Study	3
Vortex Hydrosuction: A New Sediment Removal System	3
Discussion of “Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest” by Loïc Bénet, Giovanni De Cesare, and Michael Pfister	3
Rational Method Time of Concentration Can Underestimate Peak Discharge for Hillslopes	3
Linear and Weakly Nonlinear Instabilities of Sand Waves Caused by a Turbulent Flow	3
Air Demand of a Hydraulic Jump in a Closed Conduit	3
Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows	3
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages	3
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	3
Analytical Model of Unsteady Internal Water Pressure Propagation along Cracks in Hydropower Tunnel Walls	3
Closure to “Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows”	2
The Effect of Bubble Size on Lock-Exchange Density Currents through Bubble Screens	2
Undular Hydraulic Jumps: Critical Analysis of 2D RANS-VOF Simulations	2
Toward a Sustainable Estuary–Delta System for the Mississippi River	2
Erratum for “Surface-Based Transport Model for Mixed-Size Sediment”	2
Experimental Investigation on the Settling Velocity and Drag Coefficient of Irregularly Shaped Coral Particles	2
Impact Region of Nonbuoyant Orthogonal Discharge	2
Pressure-Flow Scour Due to Vertical Contraction: A Review	2
Laboratory Measurements of Hydraulic Jacking Uplift Pressure at Offset Joints and Cracks	2
Laplace-Domain Fluid–Structure Interaction Solutions for Water Hammer Waves in a Pipe	2
Specific Momentum and Energy for Flow through a Wide Quasi-Rectangular Channel	2
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation	2
Comprehensive Three-Dimensional Virtual Experiment Platform for Transient Pipe Flow Considering Fluid–Structure Interaction	2
2D Serre-Green-Naghdi Equations over Topography: Elliptic Operator Inversion Method	2
Simulation and Lab-Scale Experiment of a Particle Filtration Solution for Rural Potable Water Supply	2
3D Displacement and Axial Load of Placed Riprap Supported at the Toe: Use of Structure from Motion	2
Uncertainty for the ISSDOTv2 Bedload Measurement Method	2
Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows	2
Modeling Breach Evolution in Noncohesive Earthen Dams by Overtopping	2
Exploration of the Circumferential Velocity Structure Induced by Guide Vane-Type Spiral Flow Generators in a Pipe Flow	2
A Large Bridge Pier in an Alluvial Channel: Local Scour versus Morphological Effects and the Role of Physical Models	2
Experimental Investigation of Turbulence Spectra for Flow over Gravel Beds: Spectral Scaling and Macroturbulence Streampower	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
Investigation on the Water Depth of Choked Flow due to Bottom Blockages in Circular Open Channels	2
Impacts of Tributary Inflows on the Circulation and Thermal Regime of the Green Bay Estuary of Lake Michigan	2
Particle Entrainment from a Rectangular Cavity in Open-Channel Flows	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
Strongly Coupled 2D and 3D Shallow Water Models: Theory and Verification	2
Impact of Filter Unit Placement on Suspended Sediment Deposition Promotion in Rivers	2
TVDLF Method to Simulate Two-Dimensional Flow through Large Hydrologic Systems with Wetlands and Hillslopes	2
Investigating and Modeling Changes in Bed Height during the Deposition Process of a Mixed-Size Sediment	2
Experimental Study of Pressure Flow due to Vertical Contraction Using Particle Image Velocimetry	2
Anomaly Detection in Targeted Pipe Sections in Water Pipe Systems Using Hydroacoustic Signal Deconvolution	2
Entropic Friction Factor Modeling for Mineral Slurry Flow in Pressurized Pipes	2
Coherent Structure Variations in the Flow around a Square Pier with an Evolving Scour Hole	2
Flow-Sediment Interaction and Formation Mechanism of Sediment Longitudinal Streaky Structures in Rough Channel Flows	2
Delineating Flood-Induced Sediment Scour in Bridge-Contracted Channels: Processes, Patterns, and Scour Depth under Various Scour Regimes	2
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; 20	2
Calculating Column Separation in Conduit Systems Using an Innovative Open Channel Based Model	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
A Simple Approach to Simulate Logjams in Two-Dimensional Hydrodynamic Models	2
Floating Woody Debris: Blocking Sensitivity of Labyrinth Weirs in Channel and Reservoir Applications	2