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 2021-08-01 to 2025-08-01.)

Article	Citations
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	62
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake	29
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways	27
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	24
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe	21
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged	20
Robust Linear PID Control of a Pressure Reducing Valve	18
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model	17
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency	17
Toward a Universal Energy Approach to Estimate Rate of Scour	15
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows	14
Santa María and the First Bridge Scour Formulas	14
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River	14
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes	13
Jet Impinging in Plunging Dropshafts of Medium Height	12
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	12
Clear-Water Scour Mechanism at Vibrating Monopile Foundations	12
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques	12
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
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow	11
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters	11
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability	11
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation	11
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization	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
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants	10
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions	10
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization	10
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning	10
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
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces	9
Reaeration in Supercritical Open Channel Flows: An Experimental Study	9
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow	9
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches	9
Design Formula for Sizing Rock Riprap at Spill-Through Abutments in Compound Channels	9
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks	9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods	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”	8
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	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
Reviewers	8
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe	8
Effect of Increasing Antecedent Flows on Equilibrium Bed-Load Transport Rates in a Laboratory Channel with a Sand and Gravel Bed Channel	8
Performance Similarity between Different-Sized Air Exchange Valves	8
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook	8
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations	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
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
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties	8
Reviewers	7
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume	7
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact	7
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns	7
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature	7
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation	7
Reviewers	7
Numerical Study of Scour beneath Sagging Cylinders and Spheres	7
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	7
Implementation of a New Bank Erosion Model in Delft3D	7
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks	7
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 Forests	7
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure	7
Harold O. Kester: A Builder of Hydropower in the American West	7
Response of Bedload and Bedforms to Near-Bed Flow Structures	6
Drag Coefficients of Debris Accumulations	6
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran	6
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets	6
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016	6
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics	6

Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses	6
Influence of Water Drag and Headspace Air Pressure on Airflow in Sanitary Sewers	6
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration	6
High-Velocity Erosion of Sand	6
Serre Equations in Channels and Rivers of Arbitrary Cross Section	6
Calibration Technology for a Radar Surface Velocimeter	6
Dynamic Selection of Exposure Time for Turbulent Flow Measurements	6
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration	6
Modeling River Plume Dynamics in a Large Wind-Forced Embayment	5
A Random Choice Scheme for Transient Mixed Flows	5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems	5
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs	5
Generalized, Dynamic, and Transient-Storage Form of the Preissmann Slot	5
An Automated Screening Technique to Identify At-Risk Auxiliary Spillways: Modified Approach in WinDAM	5
Erratum for “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	5
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows	5
Closure to “A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure”	5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow	5
Flow in Sewers with Bottom Obstacles	5
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions	5
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective	5
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow	5
Numerical Study on Resistance to Flow in Meandering Channels	5
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow	5
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone	5
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure	5
Scour at River-Crossing Cylindrical Structures in Degrading Channels	5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation	5
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions	5
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow	5