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 2022-01-01 to 2026-01-01.)
ArticleCitations
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged67
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency39
Toward a Universal Energy Approach to Estimate Rate of Scour28
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways27
Robust Linear PID Control of a Pressure Reducing Valve22
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 Liu17
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model17
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe15
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake14
Numerical Simulation of Discontinuously Vegetated Open Channel Flow to Estimate Effects of Vegetation Condition on Flood Mitigation14
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure14
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River14
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes13
Discharge Characteristics of Semicylindrical-Edged Vertical Sluice Gates13
Closure to “Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study”12
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”12
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques12
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows11
Drag on Sparse and Rigid Emergent Canopies: Experimental and Numerical Investigation11
Santa María and the First Bridge Scour Formulas11
Assessing the Applicability of Boussinesq-Type Models for Steep Obstacle Flow Simulations11
Jet Impinging in Plunging Dropshafts of Medium Height11
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability10
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization10
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow10
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization10
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation10
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions10
Discussion of “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”10
Clear-Water Scour Mechanism at Vibrating Monopile Foundations10
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants10
Discussion of “Resurrecting a Neglected Measurement Technique for Air–Water Flows”10
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters10
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry9
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods9
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works9
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks9
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning9
Reviewers9
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow9
Reaeration in Supercritical Open Channel Flows: An Experimental Study9
Inception Line of Air Entrainment for Converging Stepped Spillways9
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe8
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
Reviewers8
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties8
Implementation of a New Bank Erosion Model in Delft3D8
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches8
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations8
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces8
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
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”7
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests7
Influence of Water Drag and Headspace Air Pressure on Airflow in Sanitary Sewers7
Effects of a Crest Shape on the Two-Phase Flows Downstream of Piano Key Weirs: Void Fraction, Particle Count Rate, and Patterns of the Undular Free Surface7
Reviewers7
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook7
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume7
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks7
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact7
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation7
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency7
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models6
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature6
Drag Coefficients of Debris Accumulations6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure6
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns6
Response of Bedload and Bedforms to Near-Bed Flow Structures6
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics6
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses6
Air Injection as a Bridge Debris Countermeasure6
Numerical Study of Scour beneath Sagging Cylinders and Spheres6
Scour at River-Crossing Cylindrical Structures in Degrading Channels6
Harold O. Kester: A Builder of Hydropower in the American West6
Serre Equations in Channels and Rivers of Arbitrary Cross Section6
Calibration Technology for a Radar Surface Velocimeter6
Optimization of Vanes in Vortex-Settling Basins Based on Projection Pursuit Regression6
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration5
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow5
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs5
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–20165
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow5
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran5
Flow in Sewers with Bottom Obstacles5
Closure to “A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure”5
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow5
Determination of the Critical Position for the Horizontal Pipe of a Dropshaft Air Circulation System Based on the Loop Theory Method5
A Random Choice Scheme for Transient Mixed Flows5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems5
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow5
High-Velocity Erosion of Sand5
Modeling River Plume Dynamics in a Large Wind-Forced Embayment5
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation5
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