OOIR: Observatory of International Research

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 2022-05-01 to 2026-05-01.)

Article	Citations
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways	68
Robust Linear PID Control of a Pressure Reducing Valve	41
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model	30
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	26
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake	18
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged	17
Numerical Simulation of Discontinuously Vegetated Open Channel Flow to Estimate Effects of Vegetation Condition on Flood Mitigation	15
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River	15
Discharge Characteristics of Semicylindrical-Edged Vertical Sluice Gates	15
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency	15
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	15
Toward a Universal Energy Approach to Estimate Rate of Scour	14
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
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows	13
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques	13
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability	12
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes	12
Drag on Sparse and Rigid Emergent Canopies: Experimental and Numerical Investigation	12
Santa María and the First Bridge Scour Formulas	12
Jet Impinging in Plunging Dropshafts of Medium Height	12
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants	12
Clear-Water Scour Mechanism at Vibrating Monopile Foundations	12
Assessing the Applicability of Boussinesq-Type Models for Steep Obstacle Flow Simulations	12
Discussion of “Resurrecting a Neglected Measurement Technique for Air–Water Flows”	11

Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation	11
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization	11
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization	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
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters	10
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions	10
Extensive Experimental Investigation of the Pressure–Leakage Relationship in Water Pipes	9
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”	9
Inception Line of Air Entrainment for Converging Stepped Spillways	9
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches	9
Reaeration in Supercritical Open Channel Flows: An Experimental Study	9
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming	9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods	9
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations	9
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works	9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning	9
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow	9
Reviewers	9
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks	9
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties	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
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests	8
Implementation of a New Bank Erosion Model in Delft3D	8
Failure Patterns of Protective Flexible Mattresses on a Riverbank under Water Flow Scouring. II: Multistage Identification and Quantification	8
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry	8
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”	8
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces	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
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
Reviewers	7
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation	7
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns	7
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks	7
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume	7
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook	7
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature	7
Reviewers	7
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact	7
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 Surface	7
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics	7
Analytical Modeling of Flow-Induced Pore Pressure and Initial Bedform Deformation in Poroelastic Beds Using Biot’s Theory	6
Air Injection as a Bridge Debris Countermeasure	6
Flood Inundation-Induced Bridge Pressure Scour: Developing New Prediction Equations and Exploring Machine-Learning Methods	6
Drag Coefficients of Debris Accumulations	6
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses	6
A Random Choice Scheme for Transient Mixed Flows	6
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow	6
Numerical Study of Scour beneath Sagging Cylinders and Spheres	6

Calibration Technology for a Radar Surface Velocimeter	6
Serre Equations in Channels and Rivers of Arbitrary Cross Section	6
Optimization of Vanes in Vortex-Settling Basins Based on Projection Pursuit Regression	6
Influence of Water Drag and Headspace Air Pressure on Airflow in Sanitary Sewers	6
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone	6
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	6
Liquid Slug Motion in Vertical Risers with Limited Ventilation	6
Threshold for Sediment Resuspension under Hydrosuction: An Analytical and Experimental Approach	6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure	6
Response of Bedload and Bedforms to Near-Bed Flow Structures	6
Open-Channel Isolated Lateral Cavity: A Comprehensive Review	6
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran	6
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration	5
Scour at River-Crossing Cylindrical Structures in Degrading Channels	5
High-Velocity Erosion of Sand	5
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs	5
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective	5
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure	5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems	5
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow	5
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows	5
Flow in Sewers with Bottom Obstacles	5
Modeling River Plume Dynamics in a Large Wind-Forced Embayment	5
Determination of the Critical Position for the Horizontal Pipe of a Dropshaft Air Circulation System Based on the Loop Theory Method	5
Closure to “A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure”	5
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016	5
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow	5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation	5