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 2021-11-01 to 2025-11-01.)
ArticleCitations
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged66
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency32
Toward a Universal Energy Approach to Estimate Rate of Scour29
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River25
Discharge Characteristics of Semicylindrical-Edged Vertical Sluice Gates25
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways20
Robust Linear PID Control of a Pressure Reducing Valve19
Numerical Simulation of Discontinuously Vegetated Open Channel Flow to Estimate Effects of Vegetation Condition on Flood Mitigation18
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model18
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
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe15
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake15
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure14
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”13
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
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes13
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques13
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows12
Drag on Sparse and Rigid Emergent Canopies: Experimental and Numerical Investigation12
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability11
Clear-Water Scour Mechanism at Vibrating Monopile Foundations11
Santa María and the First Bridge Scour Formulas11
Jet Impinging in Plunging Dropshafts of Medium Height11
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation10
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning10
Discussion of “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”10
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions10
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization10
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”10
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
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow10
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters10
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization10
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow9
Reaeration in Supercritical Open Channel Flows: An Experimental Study9
Reviewers9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods9
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks9
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry9
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming9
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works9
Inception Line of Air Entrainment for Converging Stepped Spillways9
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations8
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
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks8
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties8
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe8
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook8
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces8
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches8
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation8
Implementation of a New Bank Erosion Model in Delft3D8
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, Schipholweg7
Harold O. Kester: A Builder of Hydropower in the American West7
Numerical Study of Scour beneath Sagging Cylinders and Spheres7
Reviewers7
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact7
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests7
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature7
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume7
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”7
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency7
Influence of Water Drag and Headspace Air Pressure on Airflow in Sanitary Sewers7
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics7
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
Reviewers7
Calibration Technology for a Radar Surface Velocimeter6
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models6
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses6
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone6
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–20166
Serre Equations in Channels and Rivers of Arbitrary Cross Section6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure6
Response of Bedload and Bedforms to Near-Bed Flow Structures6
High-Velocity Erosion of Sand6
Closure to “A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure”6
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran6
Drag Coefficients of Debris Accumulations6
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns6
Determination of the Critical Position for the Horizontal Pipe of a Dropshaft Air Circulation System Based on the Loop Theory Method6
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow6
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems6
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows5
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective5
Modeling River Plume Dynamics in a Large Wind-Forced Embayment5
Scour at River-Crossing Cylindrical Structures in Degrading Channels5
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure5
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow5
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs5
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions5
A Random Choice Scheme for Transient Mixed Flows5
Flow in Sewers with Bottom Obstacles5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation5
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow5
Numerical Study on Resistance to Flow in Meandering Channels5
Hydraulic Scale Modeling of Mass Oscillations in a Pumped Storage Plant with Multiple Surge Tanks5
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration5
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration5
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow5
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