{"id":88561,"date":"2024-10-18T06:56:21","date_gmt":"2024-10-18T06:56:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784476154-2011\/"},"modified":"2024-10-24T20:20:02","modified_gmt":"2024-10-24T20:20:02","slug":"asce-9780784476154-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784476154-2011\/","title":{"rendered":"ASCE 9780784476154 2011"},"content":{"rendered":"

Scour and erosion represent some of the most critical threats to maintaining infrastructure and quality of life throughout the world. As the human population expands, the responsibilities of engineers, scientists, and designers continue to increase. The demand for a creative approach to effective control of scour and erosion also becomes more pressing, requiring cross-disciplinary synthesis of information from the fields of hydraulic and geotechnical engineering. The papers presented in this book examine the scour and erosion of hillside, fluvial, estuarine, and coastal environments at the interface of water, soil, and rock. This proceedings will be valuable to anyone working in the fields of geotechnical, environmental, or water resources engineering.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
16<\/td>\nKeynote Lectures
Partial Grouted Riprap for Enhanced Scour Resistance <\/td>\n<\/tr>\n
26<\/td>\nScour at Offshore Structures <\/td>\n<\/tr>\n
36<\/td>\nPhysics of Rock Scour: The Power of the Bubble <\/td>\n<\/tr>\n
56<\/td>\nObservational Method for Estimating Future Scour Depth at Existing Bridges <\/td>\n<\/tr>\n
81<\/td>\nBridge Scour
An Experimental Study of Scour Process and Sediment Transport around a Bridge Pier with Foundation <\/td>\n<\/tr>\n
91<\/td>\nCharacteristics of Developing Scour Holes around Two Piers Placed in Transverse Arrangement <\/td>\n<\/tr>\n
101<\/td>\nLocal Scour at Bridge Piers: The Role of Reynolds Number on Horseshoe Vortex Dynamics <\/td>\n<\/tr>\n
110<\/td>\nTrends in Live-Bed Pier Scour at Selected Bridges in South Carolina <\/td>\n<\/tr>\n
120<\/td>\nTime-Dependent Scour Depth under Bridge-Submerged Flow <\/td>\n<\/tr>\n
130<\/td>\nIn Situ Measurement of the Scour Potential of Non-Cohesive Sediments (ISEP) <\/td>\n<\/tr>\n
140<\/td>\nGeotechnical Limit to Scour at Spill-Through Abutments <\/td>\n<\/tr>\n
147<\/td>\nMaximum Abutment Scour Depth in Cohesive Soils <\/td>\n<\/tr>\n
157<\/td>\nErosion of Soils
On the Behaviour of Open Filters under Wave Loading <\/td>\n<\/tr>\n
167<\/td>\nTwo Complementary Tests for Characterizing the Soil Erosion <\/td>\n<\/tr>\n
177<\/td>\nThe Effects of Exopolymers on the Erosional Resistance of Cohesive Sediments <\/td>\n<\/tr>\n
187<\/td>\nSite Factor for Use of Velocity-Based EFA Erosion Rates <\/td>\n<\/tr>\n
197<\/td>\nSurface Erosion: Erodibility Characterisation and Physical Parameters Effects <\/td>\n<\/tr>\n
207<\/td>\nPrediction of Exposure Risk for Buried Pipelines Due to Surface Erosion <\/td>\n<\/tr>\n
217<\/td>\nPiping Potential of a Fibrous Peat <\/td>\n<\/tr>\n
227<\/td>\nComparison of Geosynthetic Rolled Erosion Control Product (RECP) Properties between Laboratories <\/td>\n<\/tr>\n
237<\/td>\nComparison of the Rate of Evaporation from Six Rolled Erosion Control Products <\/td>\n<\/tr>\n
246<\/td>\nInternational Practices and Guidance: Natural-Fiber Rolled Erosion Control Products <\/td>\n<\/tr>\n
256<\/td>\nOn the Stress Dependent Contact Erosion in Vibro Stone Columns <\/td>\n<\/tr>\n
266<\/td>\nScour and Erosion of Dams and Levees
Suffusion Evaluation\u2014Comparison of Current Approaches <\/td>\n<\/tr>\n
278<\/td>\nA Life Cycle Approach to Probabilistic Assessment of Levee Erosion <\/td>\n<\/tr>\n
288<\/td>\nA Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes <\/td>\n<\/tr>\n
298<\/td>\nLevee Failure Due to Piping: A Full-Scale Experiment <\/td>\n<\/tr>\n
308<\/td>\nLevee Erosion Prediction Equations Calibrated with Laboratory Testing <\/td>\n<\/tr>\n
320<\/td>\nLevee Erosion Screening Process <\/td>\n<\/tr>\n
331<\/td>\nStudy of Transient Flow Caused by Rapid Filling and Drawdown in Protection Levees <\/td>\n<\/tr>\n
341<\/td>\nSimulating Levee Erosion with Physical Modeling Validation <\/td>\n<\/tr>\n
353<\/td>\nTesting and Analysis of Erodibility of Hongshihe Landslide Dam <\/td>\n<\/tr>\n
363<\/td>\nEarth Dam Failure by Erosion: A Case History <\/td>\n<\/tr>\n
373<\/td>\nEffect of Seepage on River Bank Stability <\/td>\n<\/tr>\n
383<\/td>\nExperimental Study of Internal Erosion of Fine Grained Soils <\/td>\n<\/tr>\n
393<\/td>\nEffect of Suffusion on Mechanical Characteristics of Sand <\/td>\n<\/tr>\n
402<\/td>\nHydraulic Erosion along the Interface of Different Soil Layers <\/td>\n<\/tr>\n
412<\/td>\nIdentification of Descriptive Parameters of the Soil Pore Structure Using Experiments and CT Data <\/td>\n<\/tr>\n
423<\/td>\nSlurry Induced Piping Progression of a Sand <\/td>\n<\/tr>\n
433<\/td>\nExperimental Bench for Study of Internal Erosion in Cohesionless Soils <\/td>\n<\/tr>\n
443<\/td>\nScour of Offshore Platforms and Underwater Pipelines
Field Performance of Scour Protection around Offshore Monopiles <\/td>\n<\/tr>\n
455<\/td>\nScour Protection around Offshore Wind Turbines: Monopiles <\/td>\n<\/tr>\n
465<\/td>\nScour Assessment in Complex Marine Soils \u2013An Evaluation through Case Examples <\/td>\n<\/tr>\n
475<\/td>\nScour Reduction by Collars around Offshore Monopiles <\/td>\n<\/tr>\n
486<\/td>\nThree-Dimensional Scour at Submarine Pipelines in Unidirectional Steady Current <\/td>\n<\/tr>\n
497<\/td>\nNumerical Model for Three-Dimensional Scour below a Pipeline in Steady Currents <\/td>\n<\/tr>\n
506<\/td>\nScour Monitoring and Scour Protection Solution for Offshore Gravity Based Foundations <\/td>\n<\/tr>\n
516<\/td>\nNumerical Modeling
A Numerical Study on Design of Coastal Groins <\/td>\n<\/tr>\n
526<\/td>\nEffect of Sheetpile Configuration on Seepage beneath Hydraulic Structures <\/td>\n<\/tr>\n
534<\/td>\nA Microscopic Study on Soft Rock Erosion by Using Particle Flow Simulation <\/td>\n<\/tr>\n
545<\/td>\nModeling Erosion of an Unlined Spillway Chute Cut in Rock <\/td>\n<\/tr>\n
555<\/td>\n90 Years of Erosion and Deposition on the Trinity River, Dallas, Texas <\/td>\n<\/tr>\n
565<\/td>\n2-D Pore-Particle Scale Model of the Erosion at the Boundary of Two Soils under Horizontal Groundwater Flow <\/td>\n<\/tr>\n
575<\/td>\nReexamination of Creep Theory in the Foundation of Weirs by Model Experiments and Elasto-Plastic FEM <\/td>\n<\/tr>\n
585<\/td>\nApplication of the Multi-Dimensional Surface Water Modeling System at Bridge 339, Copper River Highway, Alaska <\/td>\n<\/tr>\n
595<\/td>\nAssessment of Scour Development at a Deep-Water Marine Jetty Using 3D Computational Fluid Dynamics <\/td>\n<\/tr>\n
605<\/td>\nPhysical Model Tests
Physical Modeling of Abutment Scour for Overtopping, Submerged Orifice, and Free Surface Flows <\/td>\n<\/tr>\n
614<\/td>\nExperimental Investigation of Critical Hydraulic Gradients for Unstable Soils <\/td>\n<\/tr>\n
624<\/td>\nFlow Velocities and Bed Shear Stresses in a Stone Cover under an Oscillatory Flow <\/td>\n<\/tr>\n
634<\/td>\nGap Scour at a Stepped Concrete Block Grade Control Structure <\/td>\n<\/tr>\n
644<\/td>\nCentrifuge Modelling of an Internal Erosion Mechanism <\/td>\n<\/tr>\n
654<\/td>\nExperimental Study of the Influence of Non-Hydrostatic Pressure in Rip Rap Pier Protection <\/td>\n<\/tr>\n
664<\/td>\nIJkdijk Full Scale Underseepage Erosion (Piping) Test: Evaluation of Innovative Sensor Technology <\/td>\n<\/tr>\n
673<\/td>\nAnalysis of the Temporal Evolution of the Sediment Movement in the Vicinity of a Cylindrical Bridge Pier <\/td>\n<\/tr>\n
683<\/td>\nTime Evolution of the Horseshoe Vortex System Forming around a Bridge Abutment <\/td>\n<\/tr>\n
693<\/td>\nExperiments Identifying Scour-Inducing Flow Patterns at a Gated Weir Stilling Basin <\/td>\n<\/tr>\n
703<\/td>\nEffect of Tailwater Depth on the Scour Downstream of Falling Jets <\/td>\n<\/tr>\n
712<\/td>\nExperimental Study on Interaction of Waves, Currents, and Dynamic Morphology Changes <\/td>\n<\/tr>\n
722<\/td>\nLocal Scour and Development of Sand Wave around T-Type and L-Type Groynes <\/td>\n<\/tr>\n
730<\/td>\nRock Scour
Wall Jet Scour in Rock <\/td>\n<\/tr>\n
739<\/td>\nSoft-Rock Scouring Processes Downstream of Weirs <\/td>\n<\/tr>\n
749<\/td>\nHydraulic Loading for Bridges Founded on Rock <\/td>\n<\/tr>\n
758<\/td>\nModified Slake Durability Test for Erodible Rock Material <\/td>\n<\/tr>\n
764<\/td>\nScour at Bridge Foundations on Rock: Overview of NCHRP Project No. 24-29 <\/td>\n<\/tr>\n
772<\/td>\nBluestone Dam Rock Scour <\/td>\n<\/tr>\n
782<\/td>\nNumerical Modeling of Scour at Bridge Foundations on Rock <\/td>\n<\/tr>\n
792<\/td>\nCase Histories, Management, and Field Studies
Design of Laterally Loaded Deep Piers to Resist River Scour <\/td>\n<\/tr>\n
802<\/td>\nA Laser-Based Optical Approach for Measuring Scour Depth around Hydraulic Structures <\/td>\n<\/tr>\n
812<\/td>\nEffect of Post-Earthquake Bed Degradation on Bridge Stability <\/td>\n<\/tr>\n
822<\/td>\nSubmerged-Flow Bridge Scour under Maximum Clear-Water Conditions (I): Experiment <\/td>\n<\/tr>\n
830<\/td>\nSubmerged-Flow Bridge Scour under Maximum Clear-Water Conditions (II): Theory <\/td>\n<\/tr>\n
839<\/td>\nEvaluation of the Structural Integrity of Bridge Pier Foundations Using Microtremors in Flood Conditions <\/td>\n<\/tr>\n
849<\/td>\nEvaluation of Sediment Transport Rate in Coarse-Bed Rivers <\/td>\n<\/tr>\n
859<\/td>\nPrediction of Localized Scour Hole on Natural Mobile Bed at Culvert Outlets <\/td>\n<\/tr>\n
869<\/td>\nImpacts of Debris on Bridge Pier Scour <\/td>\n<\/tr>\n
879<\/td>\nFrom Auwaiakeakua to Weoweopilau: Assessing Scour Critical Bridges in Hawaii (It’s a Tough Job, but Someone Has to Do It) <\/td>\n<\/tr>\n
889<\/td>\nThe Observational Method for Scour and the Schoharie Creek Bridge Failure <\/td>\n<\/tr>\n
899<\/td>\nScour Evaluation of Bridge Foundations Using Vibration Measurement <\/td>\n<\/tr>\n
909<\/td>\nTidal Bridge Scour in a Coastal River Environment: Case Study <\/td>\n<\/tr>\n
918<\/td>\nRe-Classifying Bridges with Unknown Foundations <\/td>\n<\/tr>\n
929<\/td>\nGuidance on the Design of Berthing Structures Related to the Flow Velocities in Ship Thrusters <\/td>\n<\/tr>\n
939<\/td>\nGeorgia DOT\u2019s Implementation of BridgeWatch <\/td>\n<\/tr>\n
946<\/td>\nMonitoring
Underwater Acoustic Imaging Devices for Portable Scour Monitoring <\/td>\n<\/tr>\n
956<\/td>\nMonitoring Bridge Scour by Bragg Grating Array <\/td>\n<\/tr>\n
964<\/td>\nBridge Scour Monitoring Technologies: Development of Evaluation and Selection Protocols for Application on River Bridges in Minnesota <\/td>\n<\/tr>\n
973<\/td>\nScour Monitoring Development for Two Bridges in Texas <\/td>\n<\/tr>\n
983<\/td>\nMonitoring Hydraulic Conditions and Scour at I-90 Bridges on Blackfoot River Following Removal of Milltown Dam near Bonner, Montana, 2009 <\/td>\n<\/tr>\n
993<\/td>\nModeling and Monitoring Scour during Bridge Replacement with Multi-Dimensional Modeling and Repeated Multi-Beam Surveys at the Tanana River near Tok, Alaska <\/td>\n<\/tr>\n
1002<\/td>\nCountermeasures, Stream Stability, and Erosion of Slopes
Sheath for Reducing Local Scour in Bridge Piers <\/td>\n<\/tr>\n
1012<\/td>\nEffects of Collars on Scour Reduction at Bridge Abutments <\/td>\n<\/tr>\n
1023<\/td>\nAssessing Bridge Vulnerability and Risk Due to Stream Instability <\/td>\n<\/tr>\n
1028<\/td>\nEvaluation of Sedimentation History of Sandbars at Entrance of Lake Tofutsu, Hokkaido, Japan, by MASW Technology <\/td>\n<\/tr>\n
1038<\/td>\nInstability of Grass Caused by Wave Overtopping <\/td>\n<\/tr>\n
1048<\/td>\nGeomorphic and River Channel Stability Assessment of the Merced River at the Ferguson Slide, Mariposa County, CA <\/td>\n<\/tr>\n
1058<\/td>\nCorrelation of Predicted and Measured Slope Erosion <\/td>\n<\/tr>\n
1069<\/td>\nDesign of Erosion Protection at Landfill Areas with Slopes Less than 10% <\/td>\n<\/tr>\n
1079<\/td>\nErosion Protection at Landfill Slopes Greater than 10% <\/td>\n<\/tr>\n
1089<\/td>\nFHWA Equations and Design Standards
Comparison of the HEC-18, Melville, and Sheppard Pier Scour Equations <\/td>\n<\/tr>\n
1097<\/td>\nRiver Engineering for Highway Encroachments FHWA HDS-6 <\/td>\n<\/tr>\n
1107<\/td>\nComprehensive Scour Analysis at Highway Bridges HEC-18 <\/td>\n<\/tr>\n
1117<\/td>\nRevisiting the HEC-18 Scour Equation <\/td>\n<\/tr>\n
1125<\/td>\nReview of Bridge Scour Practice in the U.S. <\/td>\n<\/tr>\n
1135<\/td>\nHydraulic Variables for Scour Using HEC-RAS <\/td>\n<\/tr>\n
1146<\/td>\nIndexes
Author Index
A
B
C
D
E <\/td>\n<\/tr>\n
1147<\/td>\nF
G
H
I
J
K
L <\/td>\n<\/tr>\n
1148<\/td>\nM
N
O
P
R
S <\/td>\n<\/tr>\n
1149<\/td>\nT
U
V
W
X
Y
Z <\/td>\n<\/tr>\n
1150<\/td>\nSubject Index
A
B
C
D
E
F
G <\/td>\n<\/tr>\n
1151<\/td>\nH
I
J
K
L
M
N
O
P
R
S <\/td>\n<\/tr>\n
1152<\/td>\nT
U
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Scour and Erosion (GSP 210)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2011<\/td>\n1152<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":88562,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-88561","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/88561","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/88562"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=88561"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=88561"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=88561"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}