OOIR: Observatory of International Research

Papers

(The TQCC of Journal of Hydraulic Engineering is 4. 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 2021-05-01 to 2025-05-01.)

Article	Citations
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	54
Closure to “Applied Research Can Enhance Hydraulic Engineering Education” by Robert Ettema, Christopher Thornton, Pierre Julien, and Taylor Hogan	27
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake	21
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe	21
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model	20
Toward a Universal Energy Approach to Estimate Rate of Scour	17
Robust Linear PID Control of a Pressure Reducing Valve	16
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways	16
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency	16
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River	14
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	13
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged	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
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
Jet Impinging in Plunging Dropshafts of Medium Height	11
Santa María and the First Bridge Scour Formulas	11
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes	11
Clear-Water Scour Mechanism at Vibrating Monopile Foundations	11
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows	10
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability	10
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
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

Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow	9
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants	9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning	9
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization	9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods	9
Reaeration in Supercritical Open Channel Flows: An Experimental Study	9
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization	9
Probabilistic Analysis of Debris Motion in Steady-State Currents for Varying Initial Debris Orientation and Flow Velocity Conditions	9
Erratum for “Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches”	9
Design Formula for Sizing Rock Riprap at Spill-Through Abutments in Compound Channels	9
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations	8
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming	8
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry	8
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works	8
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow	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
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks	7
Reviewers	7
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches	7
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties	7
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	7
Closure to “New Approach to Predicting Local Scour Downstream of Grade-Control Structure” by M. Ben Meftah and M. Mossa	7
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces	7
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe	7
Reviewers	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
Inception Line of Air Entrainment for Converging Stepped Spillways	7
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency	6
Erratum for “Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks”	6
Performance Similarity between Different-Sized Air Exchange Valves	6
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume	6
Review of Fluvial Hydrodynamics: Hydrodynamic and Sediment Transport Phenomena , 2nd Edition by Subhasish Dey Springer Nature, Switzerland, 2024; ISBN 978-3-031-26037-7	6
Implementation of a New Bank Erosion Model in Delft3D	6
Reviewers	6
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks	6
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact	6
Field Measurements and Numerical Modeling of Hydraulic Transients in HDPE Pipeline with PRV Interaction	6
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests	6
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation	6
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook	5
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	5
Numerical Study of Scour beneath Sagging Cylinders and Spheres	5
Closure to “Empirical Model for Shields Diagram and Its Applications” by Junke Guo	5
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran	5
Drag Coefficients of Debris Accumulations	5
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns	5
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	5
Harold O. Kester: A Builder of Hydropower in the American West	5
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses	5

High-Velocity Erosion of Sand	5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow	5
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure	5
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics	5
Serre Equations in Channels and Rivers of Arbitrary Cross Section	5
Response of Bedload and Bedforms to Near-Bed Flow Structures	5
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration	5
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration	5
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone	5
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature	5
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets	4
Flow in Sewers with Bottom Obstacles	4
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb	4
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow	4
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow	4
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs	4
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow	4
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems	4
A Random Choice Scheme for Transient Mixed Flows	4
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–2016	4
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows	4
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation	4
Bubble Plume Integral Model for Line-Source Diffusers in Ambient Stratification	4
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions	4
Scour at River-Crossing Cylindrical Structures in Degrading Channels	4
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction	4
Dynamic Selection of Exposure Time for Turbulent Flow Measurements	4
Numerical Study on Resistance to Flow in Meandering Channels	4
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions	4
Modeling River Plume Dynamics in a Large Wind-Forced Embayment	4
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective	4
Approximate Analytical Solution and Laboratory Experiments for Dam-Break Wave Tip Region in Triangular Channels	4
An Automated Screening Technique to Identify At-Risk Auxiliary Spillways: Modified Approach in WinDAM	4
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure	4