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 2021-06-01 to 2025-06-01.)

Article	Citations
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe	55
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency	28
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River	23
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	21
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model	20
Robust Linear PID Control of a Pressure Reducing Valve	18
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	17
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake	16
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways	16
Toward a Universal Energy Approach to Estimate Rate of Scour	15
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged	14
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
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes	13
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques	12
Closure to “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	12
Santa María and the First Bridge Scour Formulas	11
Jet Impinging in Plunging Dropshafts of Medium Height	11
Clear-Water Scour Mechanism at Vibrating Monopile Foundations	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	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
Implementation of Standardized Uncertainty Analysis for Streamflow Measurements Acquired with Acoustic Doppler Velocimeters	10
Discussion of “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”	10

Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow	10
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability	10
Probabilistic Analysis of Debris Motion in Steady-State Currents for Varying Initial Debris Orientation and Flow Velocity Conditions	9
Design Formula for Sizing Rock Riprap at Spill-Through Abutments in Compound Channels	9
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming	9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning	9
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants	9
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow	9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods	9
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”	9
Reaeration in Supercritical Open Channel Flows: An Experimental Study	9
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works	9
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
Inception Line of Air Entrainment for Converging Stepped Spillways	8
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe	8
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces	8
Reviewers	8
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry	8
Effect of Increasing Antecedent Flows on Equilibrium Bed-Load Transport Rates in a Laboratory Channel with a Sand and Gravel Bed Channel	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
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches	8
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties	8
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks	8
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume	7
Reviewers	7
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”	7
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation	7
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests	7
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	7
Reviewers	7
Implementation of a New Bank Erosion Model in Delft3D	7
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook	7
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations	7
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
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact	7
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks	7
Performance Similarity between Different-Sized Air Exchange Valves	6
Drag Coefficients of Debris Accumulations	6
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns	6
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics	6
Closure to “New Approach to Predicting Local Scour Downstream of Grade-Control Structure” by M. Ben Meftah and M. Mossa	6
Serre Equations in Channels and Rivers of Arbitrary Cross Section	6
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency	6
Discussion of “Hydraulic Model Calibration Using Water Levels Derived from Time Series High-Resolution SAR Images” by Nicolas M. Desrochers, Mélanie Trudel, Daniel L. Peters, Gabriela Siles, and Rober	6
Numerical Study of Scour beneath Sagging Cylinders and Spheres	6
Field Measurements and Numerical Modeling of Hydraulic Transients in HDPE Pipeline with PRV Interaction	6
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses	6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure	6
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature	6
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs	5

Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow	5
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation	5
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran	5
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016	5
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure	5
Dynamic Selection of Exposure Time for Turbulent Flow Measurements	5
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions	5
Modeling River Plume Dynamics in a Large Wind-Forced Embayment	5
Scour at River-Crossing Cylindrical Structures in Degrading Channels	5
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction	5
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration	5
Harold O. Kester: A Builder of Hydropower in the American West	5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems	5
Response of Bedload and Bedforms to Near-Bed Flow Structures	5
Closure to “Empirical Model for Shields Diagram and Its Applications” by Junke Guo	5
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow	5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow	5
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets	5
High-Velocity Erosion of Sand	5
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	5
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration	5
A Random Choice Scheme for Transient Mixed Flows	5
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone	5
An Automated Screening Technique to Identify At-Risk Auxiliary Spillways: Modified Approach in WinDAM	5