Journal of Hydraulic Engineering

Papers
(The median citation count of Journal of Hydraulic Engineering is 1. 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.)
ArticleCitations
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure54
Closure to “Applied Research Can Enhance Hydraulic Engineering Education” by Robert Ettema, Christopher Thornton, Pierre Julien, and Taylor Hogan27
Turbulence Parameters during Transient Cavitation Flow in Viscoelastic Pipe21
Experimental Investigation on Reservoir Sediment Flushing through a Bottom Tunnel with an Initially Covered Intake21
New Well-Balanced Path-Conservative Numerical Scheme for a Partially Relaxed Two-Layer Hydro-Sediment-Morphodynamic Model20
Toward a Universal Energy Approach to Estimate Rate of Scour17
Effects of Nappe Collision on Piano Key Weir Discharge Efficiency16
Robust Linear PID Control of a Pressure Reducing Valve16
Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways16
Prevention of Bedload Transport in a Lateral Water Intake by a Guiding Structure in a Mountain River14
Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged13
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 Liu13
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
Innovative Method for Fixed-Bed Physical Model Construction Applying Modern Materials and Techniques12
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 Foundations11
Jet Impinging in Plunging Dropshafts of Medium Height11
Santa María and the First Bridge Scour Formulas11
Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes11
Parametric Breach Model Evaluation from Laboratory Rockfill Dam Models under Overtopping Conditions10
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 Velocimeters10
Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows10
Engineered Step-Pool Sequences: Geometry, Failure Modes, and Stability10
Turbulent Shear Flow over a Downstream-Skewed Wavy Bed: Analytical Model Based on the RANS Equations with Boussinesq Approximation10
Linking and Comparison of the Damping of Fluid Transients and Frequency Response Diagram Methods for Pipe Leak and Burst Detection and Localization9
Probabilistic Analysis of Debris Motion in Steady-State Currents for Varying Initial Debris Orientation and Flow Velocity Conditions9
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 Channels9
Random Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow9
Experimental Investigation of the Hydrodynamic Behavior of a Flexible Line of Floating Modules to Contain Wood Logs Upstream of Hydroelectric Plants9
A Surrogate Model for Shallow Water Equations Solvers with Deep Learning9
A Predictive Model for the Initial Droplet Size and Velocity Distribution of Flood Discharge Atomization9
Bed Shear Stress in Experimental Flash Flood Bores over Dry Beds and over Flowing Water: A Comparison of Methods9
Reaeration in Supercritical Open Channel Flows: An Experimental Study9
Effect of Increasing Antecedent Flows on Equilibrium Bed-Load Transport Rates in a Laboratory Channel with a Sand and Gravel Bed Channel8
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
Surfing Waves from the Ocean to the River with the Serre-Green-Naghdi Equations8
Effect of Wave Skewness and Sediment Particle Size on Sediment Transport Due to Combined Wave–Current Seabed Boundary Layer Streaming8
Characterizing Flow Patterns and Velocities in a Backwater Valve Using Fluorescent Particle Tracers for Image Velocimetry8
Navier’s 1832 Contributions to the Finance, Governance, and Evaluation of Public Works8
Critical Submergence for Single Lateral Rectangular Hydraulic Intakes under Uniform Approach Flow8
Flow Characteristics beneath Ice Blocks with Smooth and Rough Undersurfaces7
Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe7
Reviewers7
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, Schipholweg7
Inception Line of Air Entrainment for Converging Stepped Spillways7
Jet-Driven Mixing Regimes Identified in the Unsteady Isothermal Filling of Rectangular Municipal Water Storage Tanks7
Reviewers7
Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches7
Self-Aerated Hydraulic Jumps in Closed Circular Pipe: Intrusive Measurement of Internal Air–Water Flow Properties7
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. Franca7
Closure to “New Approach to Predicting Local Scour Downstream of Grade-Control Structure” by M. Ben Meftah and M. Mossa7
Nonhydrostatic Modeling of Tsunamis from Earthquake Rupture to Coastal Impact6
Field Measurements and Numerical Modeling of Hydraulic Transients in HDPE Pipeline with PRV Interaction6
Drag Coefficient of Rigid and Flexible Deciduous Trees in Riparian Forests6
Modeling Interactions between Hydraulic Transients and Inline Air Pockets in Water Pipelines: Dynamic Behavior and Energy Dissipation6
Partial Driftwood Rack at Gated Ogee Crest: Trapping Rate and Discharge Efficiency6
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 Valves6
Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume6
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 Delft3D6
Reviewers6
Evolution and Characterization of Pressurized Flow Conditions in Stormwater Collection Networks6
Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure5
Functional Relationships between Critical Erosion Thresholds of Fine Reservoir Sediments and Their Sedimentological Characteristics5
Serre Equations in Channels and Rivers of Arbitrary Cross Section5
Response of Bedload and Bedforms to Near-Bed Flow Structures5
Hydrodynamic Uplift Forces on Submerged Bridge Decks during Bedform Migration5
Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration5
Passive Acoustic Monitoring of Bed Load with Drifted Hydrophone5
Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature5
Turbulent Friction in Canonical Flows: State of the Science and Future Outlook5
Hydraulic Modeling of Bridges in Two-Dimensional Shallow Water Models5
Numerical Study of Scour beneath Sagging Cylinders and Spheres5
Closure to “Empirical Model for Shields Diagram and Its Applications” by Junke Guo5
Discussion of “Trapping Large Wood Debris in Rivers: Experimental Study of Novel Debris Retention System” by Diego Panici and Prakash Kripakaran5
Drag Coefficients of Debris Accumulations5
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns5
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 Rober5
Harold O. Kester: A Builder of Hydropower in the American West5
Impact of Flood Loading and Initial Conditions on Transient Seepage Analyses5
High-Velocity Erosion of Sand5
Philip G. Hubbard, Developer of the Hot-Film Anemometer for Measuring Velocity of Turbulent Water Flow5
Surge Analysis of Air Vessel with Different Connection Types in Pressurized Water Delivery Systems4
A Random Choice Scheme for Transient Mixed Flows4
Analysis of Bedforms in the Mississippi River at Vicksburg, Mississippi, for Select Flows 2011–20164
Randomly Supported Variations of Deterministic Models and Their Application to One-Dimensional Shallow Water Flows4
Extension of the Galilean-Invariant Formulation of Bernoulli’s Equation4
Bubble Plume Integral Model for Line-Source Diffusers in Ambient Stratification4
Approximate Analytical Solution and Laboratory Experiments for Dam-Break Wave Tip Region in Triangular Channels4
Scour at River-Crossing Cylindrical Structures in Degrading Channels4
Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction4
Dynamic Selection of Exposure Time for Turbulent Flow Measurements4
Numerical Study on Resistance to Flow in Meandering Channels4
Numerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions4
Modeling River Plume Dynamics in a Large Wind-Forced Embayment4
Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective4
An Automated Screening Technique to Identify At-Risk Auxiliary Spillways: Modified Approach in WinDAM4
Application of the Rossiter Model for Predicting the Frequency of Vortex Shedding and Surface Oscillations in Rectangular Shallow Reservoirs4
The Damping of Pressure Peaks during Transients for Fault Detection in Pressurized Pipelines: An Expeditious and Manager-Oriented Diagnosis Procedure4
Hydraulics of Fluidized Cavities in Porous Matrices: Cavity Heights and Stability for Upward Water Jets4
Flow in Sewers with Bottom Obstacles4
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb4
Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow4
Smoothed Particle Hydrodynamics with Unsteady Friction Model for Water Hammer Pipe Flow4
Water Mixing and Renewal in Circular Cross-Section Storage Tanks as Influenced by Configuration and Operational Conditions4
Improved HLL Riemann Solver Including Source Term for Transient Mixed Flow4
Generalized, Dynamic, and Transient-Storage Form of the Preissmann Slot3
Capacity and Noncapacity Sediment Transport Characteristics in the Overtopping-Induced Dam-Breaching Process3
From Boussinesq-Type to Quasi-3D Models: A Comparative Analysis3
Discharge through Open Offset Joints and Cracks in Spillway Chutes3
Bedload and Concentration Effects on Turbulent Suspension Properties in Heavy Particle Sheet Flows3
Influence of Hydropower Propellers on Open-Channel Flow3
Close-Range Photogrammetry Application to Monitor Levee Erosion in Case of Wave Overtopping3
Dynamics of Underwater Gas Blowout in Sonic Regime: Laboratory-Scale Study3
Experimental Formula for the Hydraulic Erosion Rate and Numerical Applications of Soft Bedrock Channels3
Discussion of “Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest” by Loïc Bénet, Giovanni De Cesare, and Michael Pfister3
Dimensionless Analysis of Non-Newtonian Power-Law Fluid Hammer3
Observations from Contraction–Scour Experiments Conducted with a Large Rectangular Channel3
Local Equilibrium Sediment Scour Prediction at Bridge Piers with Complex Geometries3
Friction Factors for Flow through Cracks in Concrete Hydraulic Structures3
Hydraulic Scale Modeling of Mass Oscillations in a Pumped Storage Plant with Multiple Surge Tanks3
Comparison of Erodibility Parameters for Cohesive Streambank Soils between In Situ Jet Test Device and Laboratory Conduit Flume3
Closure to “Experimental and Numerical Analysis of Two-Phase Flows in Plunge Pools” by J. M. Carrillo, L. G. Castillo, F. Marco, and J. T. García3
Influence of Debris Jam Formed by Trees on Bridge Pier Scour3
Scour Control through Bed Soil Stabilization Using Slag-Based Alkali-Activated Cement3
Air Demand and Flow Patterns of Low-Level Outlets: Accounting for Wall Roughness3
Wave Boundary Layer over a Rough Bottom at Moderate Reynolds Numbers3
Freshwater Flocculation Dependence on Turbulence Properties in the Usumacinta River3
Bulk Flow Parameterization of Temporally Evolving Turbulent Stratified Open Channel Flow Subject to Radiative Heating3
Unveiling the Dynamics of Hydrosuction Sediment Removal: Insight into Flow Characteristics, Flow Profile, and Critical Suction Velocity3
Erratum for “Head-Drop Method for the Modeling of Pressure Reducing Valves and Variable Speed Pumps in Water Distribution Networks”3
Physics-Informed Neural Network Approach for Solving the One-Dimensional Unsteady Shallow-Water Equations in Riverine Systems3
Method for Estimating Clear-Water Local Scour Rate at Complex Piers3
Ice Process Simulation on Hydraulic Characteristics in the Yellow River3
Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles3
Linear and Weakly Nonlinear Instabilities of Sand Waves Caused by a Turbulent Flow3
Enhanced Physically Based Models for Pressure Characteristics at Plunge Pool Bottoms3
X-Ray Computed Tomography to Measure Bed Density in Sand Transport3
Discussion of “Effect of Boundary on Water Hammer Wave Attenuation and Shape” by Huade Cao, Ioan Nistor, and Magdi Mohareb3
Double Layer–Averaged Model of River Ice–Water Mixture Flow3
Entrainment of Sediment Particles in Protection Layers3
Rational Method Time of Concentration Can Underestimate Peak Discharge for Hillslopes3
Evaluating SWMM Modeling Performance for Rapid Flows on Tunnels with Geometric Discontinuities3
Flow Velocity and Water Layer Thickness at Vertical Ring Mesh Structures2
Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages2
Entropic Friction Factor Modeling for Mineral Slurry Flow in Pressurized Pipes2
Exploration of the Circumferential Velocity Structure Induced by Guide Vane-Type Spiral Flow Generators in a Pipe Flow2
A Large Bridge Pier in an Alluvial Channel: Local Scour versus Morphological Effects and the Role of Physical Models2
Analytical Model of Unsteady Internal Water Pressure Propagation along Cracks in Hydropower Tunnel Walls2
Effect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand2
Comparative Study of Nonsymmetrical Trapezoidal and Rectangular Piano Key Weirs with Varying Key Width Ratios2
Air Flow in Sanitary Sewer Laterals2
Opening Configuration Design Effects on Pooled Stepped Chutes2
Toward a Sustainable Estuary–Delta System for the Mississippi River2
Air Demand of a Hydraulic Jump in a Closed Conduit2
Air Entrained in Flow along a Steep-Stepped Spillway: Data and Insights from a Hydraulic Model2
Fast 3D Simulation of Nonhydrostatic Flows Using a Modified Ghost-Cell Free-Surface Pressure Treatment2
Types I, II, III, and IV Stilling Basin Performance for Stepped Chutes Applied to Embankment Dams2
Impact Region of Nonbuoyant Orthogonal Discharge2
Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows2
Undular Hydraulic Jumps: Critical Analysis of 2D RANS-VOF Simulations2
Anomaly Detection in Targeted Pipe Sections in Water Pipe Systems Using Hydroacoustic Signal Deconvolution2
The Effect of Bubble Size on Lock-Exchange Density Currents through Bubble Screens2
Effects of Joint and Crack Geometry on Hydraulic Jacking in Lined and Unlined Spillways2
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood2
Air Pocket Dynamics under Bridging of Stratified Flow during Rapid Filling of a Horizontal Pipe2
Vortex Hydrosuction: A New Sediment Removal System2
It Was the Best of Hydraulic Sections; It Was the Worst of Hydraulic Sections: A Tale of Two Channels2
Discussion of “High-Resolution Nonhydrostatic Outfall Plume Modeling: Cross-Flow Validation” by Minna Ho, Jeroen M. Molemaker, Fayçal Kessouri, James C. McWilliams, and Timu W. Gallien2
Discussion of “Design Considerations for High-Speed Flow in Sewer Systems”2
Improving the Measurement of Air–Water Flow Properties Using Remote Distance Sensing Technology2
Control of Surface Plastic Transport in Natural Streams2
Modeling Sediment Resuspension and Transport Processes Induced by Propeller Wash from Ship Traffic2
Review of Fluvial Hydrodynamics - Solutions Manual by Subhasish Dey and Sk Zeeshan Ali Springer Nature, Switzerland, 2024; ISBN 978-3-031-25736-0 (print); ISBN 978-3-0312
TVDLF Method to Simulate Two-Dimensional Flow through Large Hydrologic Systems with Wetlands and Hillslopes2
Experimental Study of Pressure Flow due to Vertical Contraction Using Particle Image Velocimetry2
Uncertainty for the ISSDOTv2 Bedload Measurement Method2
On Sediment Mass Flux Directionality Induced by Yawed Permeable Vanes under Near-Critical Mobility Conditions2
Modeling Breach Evolution in Noncohesive Earthen Dams by Overtopping2
Laboratory Investigation of the Effect of Air Injection and Trapezoidal Collar on Reducing Local Scouring around Bridge Pier2
Impact of Interpolation on Numerical Properties of the Method of Characteristics Used for Solution of the Transient Pipe Flow Equations2
Experimental Investigation of Tsunami Bore-Induced Forces on Skewed Deck Girder Section Bridges2
Erratum for “Surface-Based Transport Model for Mixed-Size Sediment”2
Validation of Bagnold’s Approximation of Critical Near-Bed Flow Velocity for Incipient Sediment Motion as Particle Settling Velocity2
Characterizing the Roughness in Channel Flows Using Direct Numerical Simulations2
Numerical Study on the Effect of Bank Vegetation on the Hydrodynamics of the American River under Flood Conditions2
A Modified Shock Tracking–Capturing Finite-Volume Approach for Transient Mixed Flows in Stormwater Systems2
Investigation on the Water Depth of Choked Flow due to Bottom Blockages in Circular Open Channels1
Effect of Thermal Stratification in Meandering Turbulent Open-Channel Flow with Varying Sinuosity1
Specific Momentum and Energy for Flow through a Wide Quasi-Rectangular Channel1
Momentum Transfer–Equivalent States Assumption of the Apparent Shear Stress in Compound Open-Channel Flow1
Erratum for “Hindered Settling Velocity in Particle-Fluid Mixture: A Theoretical Study Using the Entropy Concept” by Manotosh Kumbhakar, Snehasis Kundu, and Koeli Ghoshal1
Critical Bed-Shear Stress of Mud–Sand Mixtures1
2D Serre-Green-Naghdi Equations over Topography: Elliptic Operator Inversion Method1
Experimental Design and Protocol for Standardized Measurements of Rock Erodibility in Fluvial Impact Erosion1
Evolution of Three-Dimensional Flow Field and Vortex Structures around a Single Spur Dike during the Scouring Process1
3D Displacement and Axial Load of Placed Riprap Supported at the Toe: Use of Structure from Motion1
Experimental Investigation of Turbulence Spectra for Flow over Gravel Beds: Spectral Scaling and Macroturbulence Streampower1
Reconstructing Extended Irregular Anomalies in Pipelines Using Layer-Peeling with Optimization1
Impacts of Rigid Vegetation on Gravity Currents Propagating in a Stratified Environment1
Modifications to the Single Point Velocity Measurement Method for Estimating River Discharge in Low-Resource Environments1
Laplace-Domain Fluid–Structure Interaction Solutions for Water Hammer Waves in a Pipe1
Performance of Intrusive Phase-Detection Probe with Large Sensor Size in Air-Water Flow Measurement and Application to Prototype Hydraulic Jump Study1
A Simple Approach to Simulate Logjams in Two-Dimensional Hydrodynamic Models1
Acoustic Doppler Velocimetry in Transient Free-Surface Flows: Field and Laboratory Experience with Bores and Surges1
Laboratory Measurements of Hydraulic Jacking Uplift Pressure at Offset Joints and Cracks1
Hybrid Modeling for Design of a Novel Bridge Pier Collar for Reducing Scour1
Empirical Determination of Free Alternate Bar Length1
Flow Behavior and Breakup of Liquid Jets Issued from Rectangular Nozzles1
Water Soluble Polymers as a Means to Increase Flow Capacity: Field Experiment of Drag Reduction by Polymer Additives in an Irrigation Canal1
Bed-Load Validation for ISSDOTv21
Clear Water Scour at Circular Piers: A New Formula Fitting Laboratory Data with Less Than 25% Deviation1
Closure to “Design Considerations for High-Speed Flow in Sewer Systems”1
Impact of Filter Unit Placement on Suspended Sediment Deposition Promotion in Rivers1
Pressure-Flow Scour Due to Vertical Contraction: A Review1
Floating Woody Debris: Blocking Sensitivity of Labyrinth Weirs in Channel and Reservoir Applications1
Case Study: Experimental Investigation into the Feasibility of Pier Nose Extensions to Reduce Local Scour around Bridge Piers1
Experimental Study on Landslide-Generated Waves Overtopping in Reservoirs with Arch Dams1
Discussion of “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 Liu1
Predicting Manhole Mixing Using a Compartmental Model1
Flow-Sediment Interaction and Formation Mechanism of Sediment Longitudinal Streaky Structures in Rough Channel Flows1
Culvert versus Bridge Hydraulics for Larger-Span or Short Culverts1
Impacts of Tributary Inflows on the Circulation and Thermal Regime of the Green Bay Estuary of Lake Michigan1
Reviewers1
Delineating Flood-Induced Sediment Scour in Bridge-Contracted Channels: Processes, Patterns, and Scour Depth under Various Scour Regimes1
Wedge Aerator at the Bottom Outlet in Flat Tunnels1
Empirical Approach Using Acoustic Doppler Current Profilers for Determining Particle Size Distributions in Estuaries with Highly Concentrated Suspended Matter1
Applications of Second Log-Wake Law for Turbulent Velocity Distributions in Laboratory Flumes and Natural Rivers1
Strongly Coupled 2D and 3D Shallow Water Models: Theory and Verification1
Discussion of “New Approach to Predicting Local Scour Downstream of Grade-Control Structure” by M. Ben Meftah and M. Mossa1
Closure to “Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows”1
Calculating Column Separation in Conduit Systems Using an Innovative Open Channel Based Model1
Boussinesq Models with Moving Boundaries and Their Applicability to Waves Generated by Lateral Oscillation and Bottom Deformation1
Tranquilizing Racks in Desanding Facilities: State of the Art and Field Study on Flow Field Improvement by Rack Modification1
Particle Entrainment from a Rectangular Cavity in Open-Channel Flows1
Pressure Transient Utilization for Pipeline Particle Deposits Laceration1
Formulating Dynamic Pressure Characteristics at Flat Plunge Pool Bottom and Inside Rock Joints1
Circulation in Lake Ontario: Numerical and Physical Model Analysis1
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