OOIR: Observatory of International Research

Papers

(The TQCC of Journal of Hydraulic Engineering is 6. 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 2022-08-01 to 2026-08-01.)

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	48
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model	33
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	31
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake	18
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	18
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency	18
Toward a Universal Energy Approach to Estimate Rate of Scour	16
Numerical Simulation of Discontinuously Vegetated Open Channel Flow to Estimate Effects of Vegetation Condition on Flood Mitigation	16
Discharge Characteristics of Semicylindrical-Edged Vertical Sluice Gates	16
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River	16
Development of a New Slot-Weir-Orifice Combined Fishway	16
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged	16
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques	15
Closure to “Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study”	14
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	14
Santa María and the First Bridge Scour Formulas	13
Drag on Sparse and Rigid Emergent Canopies: Experimental and Numerical Investigation	13
Assessing the Applicability of Boussinesq-Type Models for Steep Obstacle Flow Simulations	13
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
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants	12
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions	12
Clear-Water Scour Mechanism at Vibrating Monopile Foundations	12
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters	12

Discussion of “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	12
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
Discussion of “Resurrecting a Neglected Measurement Technique for Air–Water Flows”	12
Extensive Experimental Investigation of the Pressure–Leakage Relationship in Water Pipes	11
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow	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
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation	11
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow	10
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning	10
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works	10
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming	10
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods	10
Reaeration in Supercritical Open Channel Flows: An Experimental Study	10
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”	10
Reviewers	9
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks	9
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry	9
Discussion of “Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study”	9
Inception Line of Air Entrainment for Converging Stepped Spillways	9
Failure Patterns of Protective Flexible Mattresses on a Riverbank under Water Flow Scouring. II: Multistage Identification and Quantification	9
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe	9
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations	9
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces	9
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches	9
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests	8
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”	8
Reviewers	8
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties	8
Implementation of a New Bank Erosion Model in Delft3D	8
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact	8
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency	8
Reviewers	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
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature	7
Threshold for Sediment Resuspension under Hydrosuction: An Analytical and Experimental Approach	7
Air Injection as a Bridge Debris Countermeasure	7
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook	7
Flood Inundation-Induced Bridge Pressure Scour: Developing New Prediction Equations and Exploring Machine-Learning Methods	7
Calibration Technology for a Radar Surface Velocimeter	7
Liquid Slug Motion in Vertical Risers with Limited Ventilation	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
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses	7
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume	7
Comparison of Sediment Transport and Bedforms from Steady and Unsteady Flow Hydrographs of a Similar Flow Rate	7
Serre Equations in Channels and Rivers of Arbitrary Cross Section	7
Response of Bedload and Bedforms to Near-Bed Flow Structures	7
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics	7
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks	7

Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation	7
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure	6
Identification of the Backfill Soil after Scouring Using SPH Method	6
Numerical Study of Scour beneath Sagging Cylinders and Spheres	6
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns	6
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration	6
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure	6
A Random Choice Scheme for Transient Mixed Flows	6
Drag Coefficients of Debris Accumulations	6
Optimization of Vanes in Vortex-Settling Basins Based on Projection Pursuit Regression	6
Open-Channel Isolated Lateral Cavity: A Comprehensive Review	6
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	6
Closure to “A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure”	6
Flow Patterns of Sudden Expansion Flow and Geometric Boundary Effects in the Changsha Junction’s Multiline Ship Locks	6
Scour at River-Crossing Cylindrical Structures in Degrading Channels	6
Influence of Water Drag and Headspace Air Pressure on Airflow in Sanitary Sewers	6
Analytical Modeling of Flow-Induced Pore Pressure and Initial Bedform Deformation in Poroelastic Beds Using Biot’s Theory	6
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone	6
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow	6
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016	6
Determination of the Critical Position for the Horizontal Pipe of a Dropshaft Air Circulation System Based on the Loop Theory Method	6