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 2020-05-01 to 2024-05-01.)

Article	Citations
Dam-Break Wave Propagation in Alpine Valley with HEC-RAS 2D: Experimental Cancano Test Case	38
Influence of Pier Geometry and Debris Characteristics on Wood Debris Accumulations at Bridge Piers	27
Experimental and Theoretical Study of Local Scour around Three-Pier Group	26
Effect of 30-Degree Sloping Smooth and Stepped Chute Approach Flow on the Performance of a Classical Stilling Basin	22
Three-Dimensional Numerical Study of Multiple Vertical Buoyant Jets in Stationary Ambient Water	20
Three-Dimensional Coherent Flow Structures during Incipient Particle Motion	20
Empirical Model for Shields Diagram and Its Applications	19
Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches	19
Sediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming	18
Hybrid Modeling for Design of a Novel Bridge Pier Collar for Reducing Scour	17
Development of a TFR-Based Method for the Simultaneous Detection of Leakage and Partial Blockage in Water Supply Pipelines	17
Roller Characteristics of Preaerated High-Froude-Number Hydraulic Jumps	16
Experimental and Numerical Analysis of Two-Phase Flows in Plunge Pools	16
High-Velocity Air–Water Flow Measurements in a Prototype Tunnel Chute: Scaling of Void Fraction and Interfacial Velocity	16
Case Study of Prototype Hydraulic Jump on Slope: Air Entrainment and Free-Surface Measurement	15
Expulsion of Entrapped Air in a Rapidly Filling Horizontal Pipe	15
Case Study of Total Dissolved Gas Transfer and Degasification in a Prototype Ski-Jump Spillway	14
Evolution of Flow Fields in a Developing Local Scour Hole Formed by a Submerged Wall Jet	14
Hydraulic Jump Stilling Basin Design over Rough Beds	14
Analytical and Experimental Investigations of Dam-Break Flows in Triangular Channels with Wet-Bed Conditions	14
Flow and Scour around Idealized Porous Engineered Log Jam Structures	13
Impact of Particle Shape on Saltating Mode of Bedload Transport Sheared by Turbulent Flow	13
Comparing SWMM 5.1 Calculation Alternatives to Represent Unsteady Stormwater Sewer Flows	13
Air Demand of Low-Level Outlets for Large Dams	13
Smooth and Stepped Spillway Modeling Using the SPH Method	13

Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System	13
Unsteady Hydrodynamic Behavior at Piano Key Weirs	13
Improved Modeling of Subaerial and Subaqueous Muddy Debris Flows	11
Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest	11
Test and Improvement of 1D Routing Algorithms for Dam-Break Floods	11
Flood-Induced Hydrodynamic and Debris Impact Forces on Single-Span Masonry Arch Bridge	11
Investigation of Transient Wave Behavior in Water Pipelines with Blockages	11
Pipe Burst Detection, Localization, and Quantification Using the Transient Pressure Damping Method	10
Leak Detection for Pipelines Using In-Pipe Optical Fiber Pressure Sensors and a Paired-IRF Technique	10
How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology	10
Dam-Break Modeling: LBM as the Way towards Fully 3D, Large-Scale Applications	10
Effects of Inclination Angle on Archimedes Screw Generator Power Production with Constant Head	10
Effect of Acoustic Doppler Velocimetry Sampling Frequency on Statistical Measurements of Turbulent Axisymmetric Jets	10
Hydrodynamic Lift on Sediment Particles at Entrainment: Present Status and Its Prospect	10
Mean Flow and Turbulence Characteristics around Multiple-Arm Instream Structures and Comparison with Single-Arm Structures	10
1935 Sella Zerbino Dam-Break Case Revisited: A New Hydrologic and Hydraulic Analysis	10
Physical and Numerical Modeling of the Hydraulic Characteristics of Type-A Piano Key Weirs	10
Numerical Modeling of Flow and Local Scour around Pipeline in Steady Currents Using Moving Mesh with Masked Elements	10
Effect of Coflow Turbulence on the Dynamics and Mixing of a Nonbuoyant Turbulent Jet	9
Inverse Wave Reflectometry Method for Hydraulic Transient-Based Pipeline Condition Assessment	9
Simple Formulation of Bedload Sediment Transport Rate Based on Novel Definition of Pickup Probability	9
Air Demand of a Hydraulic Jump in a Closed Conduit	9
Water Soluble Polymers as a Means to Increase Flow Capacity: Field Experiment of Drag Reduction by Polymer Additives in an Irrigation Canal	9
Circulation in Lake Ontario: Numerical and Physical Model Analysis	9
Comparative Study of Nonsymmetrical Trapezoidal and Rectangular Piano Key Weirs with Varying Key Width Ratios	9
Effects of Streamwise Abutment Length on Scour at Riprap Apron-Protected Setback Abutments in Compound Channels	9
Novel Environment Enables PIV Measurements of Turbulent Flow around and within Complex Topographies	9
Analysis of Pressure Differences and Water Transverse Movement in a Partial-Flip Bucket	8
Investigation of Aerator Flow Pressure Fluctuation Using Detached Eddy Simulation with VOF Method	8
Pressure-Flow Scour Due to Vertical Contraction: A Review	8
Temporal Evolution of Clear-Water Local Scour at Bridge Piers with Flow-Dependent Debris Accumulations	8
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure	8
Unstable Transients Affecting Flow Assurance during Hydraulic Transportation of Granular Two-Phase Slurries	8
Novel Riprap Structure for Improved Bridge Pier Scour Protection	8
Experimental Investigation of Archimedes Screw Pump	8
Modeling of Sediment Transport with a Mobile Mixed-Sand Bed in Wave Motion	7
Monolithic Multiphysics Simulation of Compound Flooding	7
Performance Optimization of Overshot Water Wheels at High Rotational Speeds for Hydropower Applications	7
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets	7
Variational Models for Nonhydrostatic Free-Surface Flow: A Unified Outlook to Maritime and Open-Channel Hydraulics Developments	7
Application of Three-Dimensional CFD VOF to Characterize Free-Surface Flow over Trapezoidal Labyrinth Weir and Spillway	7
Simulation of Three-Dimensional Free-Surface Dam-Break Flows over a Cuboid, Cylinder, and Sphere	7
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective	7
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction	7
Shallow Flows over Curved Beds: Application of the Serre–Green–Naghdi Theory to Weir Flow	7
Coupling Flood Propagation Modeling and Building Collapse in Flash Flood Studies	7
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation	7
Reducing the Flood Risk of Art Cities: The Case of Florence	7
Experimental Investigations on Hydrodynamic Characteristics of Tsunami-Like Hydraulic Bores Impacting a Square Structure	7
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration	7

Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows	6
Numerical Investigation of High Frequency Wave-Leak Interaction in Water-Filled Pipes	6
Flow Redistribution at Bridge Contractions in Compound Channel for Extreme Hydrological Events and Implications for Sediment Scour	6
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages	6
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions	6
Applications of Second Log-Wake Law for Turbulent Velocity Distributions in Laboratory Flumes and Natural Rivers	6
Physically Based Sand Slide Method in Scour Models Based on Slope-Limited Diffusion	6
Sediment Nourishments to Mitigate Channel Bed Incision in Engineered Rivers	6
Second Log-Wake Law from Pipe Symmetry and its Applications in Symmetric and Antisymmetric Channel Flows	6
Shock-Fitting Approach for Calculating Air Pocket Entrapment Caused by Full Obstruction in Closed Conduit Transient Flow	6
Modified Bottom Air Entrainment Estimate by Chute Offset Aerator	6
Velocity of Debris Flow Determined by Grain Composition	6
Numerical Study on the Effect of Bank Vegetation on the Hydrodynamics of the American River under Flood Conditions	6
Transient Energy Analysis in Water-Filled Viscoelastic Pipelines	6
Predicting Manhole Mixing Using a Compartmental Model	6
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood	6
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow	6
Bed-Load Validation for ISSDOTv2	6
Performance Similarity between Different-Sized Air Exchange Valves	5
Undular Hydraulic Jumps: Critical Analysis of 2D RANS-VOF Simulations	5
Eulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions	5
Comparison of Numerical Models for the Interaction of a Fluid Transient with an Offline Air Pocket	5
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe	5
Proof-of-Concept for Nonintrusive and Undisturbed Measurement of Sediment Infiltration Masses Using Gamma-Ray Attenuation	5
Run-Up of Impulse Wave Trains on Steep to Vertical Slopes	5
Wave-Induced Erosion of Soil Embankment in Laboratory Flume	5
Estimating Sediment Settling Velocities from a Theoretically Guided Data-Driven Approach	5
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows	5
Generation of Supersaturated Total Dissolved Gases from Low-Level Outlets at Hydropower Facilities	5
Rigid-Column Model for Rapid Filling in a Partially Filled Horizontal Pipe	5
Generalized Bed-Load Function Based on Empirical Data	5
Optimal Configuration of Rock Vanes and Bendway Weirs for River Bends: Numerical-Model Insights	5
Enhancing Resilience of River Restoration Design in Systems Undergoing Change	5
Impulse Waves in Reservoirs: Research Up to 1990	5
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models	5
Free Surface Air Entrainment and Single-Bubble Movement in Supercritical Open-Channel Flow	5
Longitudinal Dispersion in Unsteady Pipe Flows	5