Scour and erosion : proceedings of the fifth International Conference on Scour and Erosion, ICSE-5, November 7-10, 2010, San Francisco, CA

 Content: 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.