Partial Grouted Riprap for Enhanced Scour Resistance -- Scour at Offshore Structures -- Physics of Rock Scour : The Power of the Bubble -- Observational Method for Estimating Future Scour Depth at Existing Bridges -- An Experimental Study of Scour Process and Sediment Transport around a Bridge Pier with Foundation -- Characteristics of Developing Scour Holes around Two Piers Placed in Transverse Arrangement -- Local Scour at Bridge Piers : The Role of Reynolds Number on Horseshoe Vortex Dynamics -- Trends in Live-Bed Pier Scour at Selected Bridges in South Carolina -- Time-Dependent Scour Depth under Bridge-Submerged Flow -- In Situ Measurement of the Scour Potential of Non-Cohesive Sediments (ISEP) -- Geotechnical Limit to Scour at Spill-Through Abutments -- Maximum Abutment Scour Depth in Cohesive Soils -- On the Behaviour of Open Filters under Wave Loading -- Two Complementary Tests for Characterizing the Soil Erosion -- The Effects of Exopolymers on the Erosional Resistance of Cohesive Sediments -- Site Factor for Use of Velocity-Based EFA Erosion Rates -- Surface Erosion : Erodibility Characterisation and Physical Parameters Effects -- Prediction of Exposure Risk for Buried Pipelines Due to Surface Erosion -- Piping Potential of a Fibrous Peat -- Comparison of Geosynthetic Rolled Erosion Control Product (RECP) Properties between Laboratories -- Comparison of the Rate of Evaporation from Six Rolled Erosion Control Products -- International Practices and Guidance : Natural-Fiber Rolled Erosion Control Products -- On the Stress Dependent Contact Erosion in Vibro Stone Columns -- Suffusion Evaluation Comparison of Current Approaches -- A Life Cycle Approach to Probabilistic Assessment of Levee Erosion -- A Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes -- Levee Failure Due to Piping : A Full-Scale Experiment -- Levee Erosion Prediction Equations Calibrated with Laboratory Testing -- Levee Erosion Screening Process -- Study of Transient Flow Caused by Rapid Filling and Drawdown in Protection Levees -- Simulating Levee Erosion with Physical Modeling Validation -- Testing and Analysis of Erodibility of Hongshihe Landslide Dam -- Earth Dam Failure by Erosion, a Case History -- Effect of Seepage on River Bank Stability -- Experimental Study of Internal Erosion of Fine Grained Soils -- Effect of Suffusion on Mechanical Characteristics of Sand -- Hydraulic Erosion along the Interface of Different Soil Layers -- Identification of Descriptive Parameters of the Soil Pore Structure Using Experiments and CT Data -- Slurry Induced Piping Progression of a Sand -- Experimental Bench for Study of Internal Erosion in Cohesionless Soils -- Field Performance of Scour Protection around Offshore Monopiles -- Scour Protection around Offshore Wind Turbines. Monopiles -- Scour Assessment in Complex Marine Soils An Evaluation through Case Examples -- Scour Reduction by Collars around Offshore Monopiles -- Three-Dimensional Scour at Submarine Pipelines in Unidirectional Steady Current -- Numerical Model for Three-Dimensional Scour below a Pipeline in Steady Currents -- Scour Monitoring and Scour Protection Solution for Offshore Gravity Based Foundations -- A Numerical Study on Design of Coastal Groins -- Effect of Sheetpile Configuration on Seepage beneath Hydraulic Structures -- A Microscopic Study on Soft Rock Erosion by Using Particle Flow Simulation -- Modeling Erosion of an Unlined Spillway Chute Cut in Rock -- 90 Years of Erosion and Deposition on the Trinity River, Dallas, Texas -- 2-D Pore-Particle Scale Model of the Erosion at the Boundary of Two Soils under Horizontal Groundwater Flow -- Reexamination of Creep Theory in the Foundation of Weirs by Model Experiments and Elasto-Plastic FEM -- Application of the Multi-Dimensional Surface Water Modeling System at Bridge 339, Copper River Highway, Alaska -- Assessment of Scour Development at a Deep-Water Marine Jetty Using 3d Computational Fluid Dynamics -- Physical Modeling of Abutment Scour for Overtopping, Submerged Orifice, and Free Surface Flows -- Experimental Investigation of Critical Hydraulic Gradients for Unstable Soils.

Flow Velocities and Bed Shear Stresses in a Stone Cover under an Oscillatory Flow -- Gap Scour at a Stepped Concrete Block Grade Control Structure -- Centrifuge Modelling of an Internal Erosion Mechanism -- Experimental Study of the Influence of Non-Hydrostatic Pressure in Rip Rap Pier Protection -- IJkdijk Full Scale Underseepage Erosion (Piping) Test: Evaluation of Innovative Sensor Technology -- Analysis of the Temporal Evolution of the Sediment Movement in the Vicinity of a Cylindrical Bridge Pier -- Time Evolution of the Horseshoe Vortex System Forming around a Bridge Abutment -- Experiments Identifying Scour-Inducing Flow Patterns at a Gated Weir Stilling Basin -- Effect of Tailwater Depth on the Scour Downstream of Falling Jets -- Experimental Study on Interaction of Waves, Currents and Dynamic Morphology Changes -- Local Scour and Development of Sand Wave around T-Type and L-Type Groynes -- Wall Jet Scour in Rock -- Soft-Rock Scouring Processes Downstream of Weirs -- Hydraulic Loading for Bridges Founded on Rock -- Modified Slake Durability Test for Erodible Rock Material -- Scour at Bridge Foundations on Rock : Overview of NCHRP Project No. 24-29 -- Bluestone Dam Rock Scour -- Numerical Modeling of Scour at Bridge Foundations on Rock -- Design of Laterally Loaded Deep Piers to Resist River Scour -- A Laser-Based Optical Approach for Measuring Scour Depth around Hydraulic Structures -- Effect of Post-Earthquake Bed Degradation on Bridge Stability -- Submerged-Flow Bridge Scour under Maximum Clear-Water Conditions (I) : Experiment -- Submerged-Flow Bridge Scour under Maximum Clear-Water Conditions (II) : Theory -- Evaluation of the Structural Integrity of Bridge Pier Foundations Using Microtremors in Flood Conditions -- Evaluation of Sediment Transport Rate in Coarse-Bed Rivers -- Prediction of Localized Scour Hole on Natural Mobile Bed at Culvert Outlets -- Impacts of Debris on Bridge Pier Scour -- From Auwaiakeakua to Weoweopilau : Assessing Scour Critical Bridges in Hawaii (It's a Tough Job, but Someone Has to Do It) -- The Observational Method for Scour and the Schoharie Creek Bridge Failure -- Scour Evaluation of Bridge Foundations Using Vibration Measurement -- Tidal Bridge Scour in a Coastal River Environment : Case Study -- Re-Classifying Bridges with Unknown Foundations -- Guidance on the Design of Berthing Structures Related to the Flow Velocities in Ship Thrusters -- Georgia DOT's Implementation of BridgeWatch® -- Underwater Acoustic Imaging Devices for Portable Scour Monitoring -- Monitoring Bridge Scour by Bragg Grating Array -- Bridge Scour Monitoring Technologies : Development of Evaluation and Selection Protocols for Application on River Bridges in Minnesota -- Scour Monitoring Development for Two Bridges in Texas -- Monitoring Hydraulic Conditions and Scour at I-90 Bridges on Blackfoot River Following Removal of Milltown Dam near Bonner, Montana, 2009 -- Modeling and Monitoring Scour during Bridge Replacement with Multi-Dimensional Modeling and Repeated Multi-Beam Surveys at the Tanana River near Tok, Alaska -- Sheath for Reducing Local Scour in Bridge Piers -- Effects of Collars on Scour Reduction at Bridge Abutments -- Assessing Bridge Vulnerability and Risk Due to Stream Instability -- Evaluation of Sedimentation History of Sandbars at Entrance of Lake Tofutsu, Hokkaido, Japan, by MASW Technology -- Instability of Grass Caused by Wave Overtopping -- Geomorphic and River Channel Stability Assessment of the Merced River at the Ferguson Slide, Mariposa County, CA -- Correlation of Predicted and Measured Slope Erosion -- Design of Erosion Protection at Landfill Areas with Slopes Less than 10% -- Erosion Protection at Landfill Slopes Greater than 10% -- Comparison of the HEC-18, Melville and Sheppard Pier Scour Equations -- River Engineering for Highway Encroachments FHWA HDS-6 -- Comprehensive Scour Analysis at Highway Bridges HEC-18 -- Revisiting the HEC-18 Scour Equation -- Review of Bridge Scour Practice in the U.S. -- Hydraulic Variables for Scour Using HEC-RAS.