{"id":78688,"date":"2024-10-17T18:24:26","date_gmt":"2024-10-17T18:24:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784409268-2007\/"},"modified":"2024-10-24T19:37:46","modified_gmt":"2024-10-24T19:37:46","slug":"asce-9780784409268-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784409268-2007\/","title":{"rendered":"ASCE 9780784409268 2007"},"content":{"rendered":"
This collection contains 197 papers presented at the Sixth International Symposium on Coastal Engineering and Science of Coastal Sediment Process, held in New Orleans, Louisiana, May 13-17, 2007.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Volume One Sediment Transport Fundamentals I Wave-Related Transport and Nearshore Morphology <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Closed Form Solution for Threshold Velocity for Initiation of Sediment Motion under Waves <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Influence of Velocity Moments on Sand Bar Movement During CROSSTEX <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves and Currents <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | A Total Load Formula for the Nearshore <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | Sediment Transport Fundamentals II Longshore Sand Transport Rate Measurements Using Small-Scale Physical Models <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | Pressure-Induced Subsurface Sediment Transport in the Surf Zone <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | Tracking Sediment Particles under Wave-Current Coexisting Field <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | Sediment Transport in Response to Wave Groups Generated by High-Speed Vessels <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | Sediment Transport Fundamentals III Flume Experiments under Cat-Scan to Measure Internal Sedimentological Parameter During Sediment Transport <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | The Effects of Bed Slope and Wave Skewness on Sediment Transport and Morphology <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | Sediment Transport off Northeast Florida Outside the Surf Zone during Hurricanes <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | Longshore Transport Geomorphic and Sedimentologic Evidence for Net Littoral Drift\u2014A Review <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | Cross-Shore Variation of Predominant Longshore Sediment Transport Rate <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Longshore Sand Transport Calculated by Time-Dependent Shear Stress <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | Sediment Budget of the Danube Delta Coastal Zone <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | Field Measurements and Modeling of Longshore Sediment Transport <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | Sediment Transport Fundamentals IV Infragravity Waves in Mobile-Bed Laboratory Experiments <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | Large-Scale Laboratory Modeling of Suspended Sand Concentration Fluctuations under Irregular Waves <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | Change in Longitudinal Profile Using Sand of Mixed Grain Size in Large Wave Tank and its Numerical Simulation <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | Probabilistic-Deterministic Modelling of Swash Zone Morphology <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | Modelling Sheet Flow Sediment Transport Using Convolution Integrals <\/td>\n<\/tr>\n | ||||||
323<\/td>\n | Shoreline Change Modeling A Middle-Term Evolution Model for Beaches <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | Model for Predicting Beach Changes on Coast with Sand of Mixed Grain Size Based on Bagnold’s Concept <\/td>\n<\/tr>\n | ||||||
350<\/td>\n | A Circulation Modeling Approach for Evaluating the Conditions for Shoreline Instabilities <\/td>\n<\/tr>\n | ||||||
364<\/td>\n | An Alternative Explanation for the Shape of ‘Log-Spiral’ Bays <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | The Response of Spit Shapes to Wave-Angle Climates <\/td>\n<\/tr>\n | ||||||
387<\/td>\n | Observed Shoreline Change Historical Shoreline Changes and Morphodynamics of Parramore Island, Virginia (1852-2006) <\/td>\n<\/tr>\n | ||||||
401<\/td>\n | Temporal and Spatial Scales of Profile and Planform Adjustment on a Nourished Beach <\/td>\n<\/tr>\n | ||||||
415<\/td>\n | Shoreline Response to Dike Failure at Grand Marais Harbor, Lake Superior, Michigan <\/td>\n<\/tr>\n | ||||||
429<\/td>\n | Successful Beach Modelling, Monitoring and Management for a Large LNG Facility <\/td>\n<\/tr>\n | ||||||
443<\/td>\n | Gravel Coasts I The Design of Stable and Aesthetic Beach Fills: Learning from Nature <\/td>\n<\/tr>\n | ||||||
457<\/td>\n | Variation in the Organization of Gravel-Dominated Coastal Systems: Evidence from Nova Scotia and Southern England <\/td>\n<\/tr>\n | ||||||
472<\/td>\n | Profile Dynamics and Particle Tracer Mobility of a Cobble Berm Constructed on the Oregon Coast <\/td>\n<\/tr>\n | ||||||
486<\/td>\n | Mixed Sediment Beach Processes: Kachemak Bay, Alaska <\/td>\n<\/tr>\n | ||||||
500<\/td>\n | Mixed Sand and Gravel Beach Design and Construction for Habitat Restoration <\/td>\n<\/tr>\n | ||||||
515<\/td>\n | Gravel Coasts II Influence of Changing Management Regimes on the Morphodynamic Response of a Mixed Gravel and Sand Barrier Beach <\/td>\n<\/tr>\n | ||||||
529<\/td>\n | The Influence of Groundwater on Profile Evolution of Fine and Coarse Sand Beaches <\/td>\n<\/tr>\n | ||||||
543<\/td>\n | Effects of Permeability on the Performance of Mixed Sand-Gravel Beaches <\/td>\n<\/tr>\n | ||||||
554<\/td>\n | Cross-shore and Longshore Transport of Tracer Pebbles on a Macrotidal Mixed Sediment Beach, Sommc Estuary, France <\/td>\n<\/tr>\n | ||||||
568<\/td>\n | Why Are Shingle Beaches Replacing Sandy Beaches? (Coastal Zone of NW Portugal) <\/td>\n<\/tr>\n | ||||||
584<\/td>\n | Gravel Coasts III Field Measurements of Shore Conditions to Assess Bulkhead Effects in Thurston County, South Puget Sound <\/td>\n<\/tr>\n | ||||||
595<\/td>\n | Coral-Gravel Storm Ridges: Examples from the Tropical Pacific and Caribbean <\/td>\n<\/tr>\n | ||||||
607<\/td>\n | Field Observations of Step Dynamics on a Macrotidal Gravel Beach <\/td>\n<\/tr>\n | ||||||
621<\/td>\n | Large-Scale Scour of the Sea Floor and the Effect of Natural Armouring Processes, Land Reclamation Maasvlakte 2, Port of Rotterdam <\/td>\n<\/tr>\n | ||||||
635<\/td>\n | Dunes and Profiles Dune Erosion Prediction Methods Incorporating Effects of Wave Periods <\/td>\n<\/tr>\n | ||||||
649<\/td>\n | Reevaluation of Equilibrium Beach Profile Scale Parameter <\/td>\n<\/tr>\n | ||||||
656<\/td>\n | Shoreface Response to Sediment Deficit <\/td>\n<\/tr>\n | ||||||
670<\/td>\n | Louisiana Coast The Challenges of Restoring Louisiana Barrier Islands: From Design through Construction <\/td>\n<\/tr>\n | ||||||
684<\/td>\n | Field Observations of Wave-Current-Sediments Dynamics, Atchafalaya Shelf, Louisiana, USA <\/td>\n<\/tr>\n | ||||||
694<\/td>\n | Investigation of Morphosedimentary Processes on a Schematic Louisiana Barrier Island Using Process-Based Numerical Modeling <\/td>\n<\/tr>\n | ||||||
708<\/td>\n | Restoration-Quality Sand from Ship Shoal, Louisiana: Geotechnical Investigation for Sand on a Drowned Barrier Island <\/td>\n<\/tr>\n | ||||||
722<\/td>\n | Mississippi River Sand for Barrier Island Restoration in Louisiana: Geophysical and Geotechnical Investigations for Sand Mining <\/td>\n<\/tr>\n | ||||||
735<\/td>\n | Mississippi River Delta Re-Engineering the Mississippi River as a Sediment Delivery System <\/td>\n<\/tr>\n | ||||||
745<\/td>\n | Sediment Flux and Fate in the Mississippi River Diversion at West Bay: Observation Study <\/td>\n<\/tr>\n | ||||||
759<\/td>\n | Initial Morphologic and Stratigraphic Delta Evolution Related to Buoyant River Plumes <\/td>\n<\/tr>\n | ||||||
772<\/td>\n | Physical and Numerical Modeling of River and Sediment Diversions in the Lower Mississippi River Delta <\/td>\n<\/tr>\n | ||||||
785<\/td>\n | A Geomorphic Process-Response Model for Chenier-Plain Evolution in Southwestern Louisiana, USA <\/td>\n<\/tr>\n | ||||||
799<\/td>\n | Marshes and Wetlands Sediment Analysis for Habitat Restoration: Adaptation of Open-Coast Beach Nourishment Principles <\/td>\n<\/tr>\n | ||||||
808<\/td>\n | Subsurface Exploration and Containment Dike Design Criteria for Coastal Louisiana Marsh Restoration <\/td>\n<\/tr>\n | ||||||
821<\/td>\n | Ice Raft Formation, Dispersion and Sedimentation on New England Salt Marshes <\/td>\n<\/tr>\n | ||||||
837<\/td>\n | Effects of Large Scale Morphological Changes to a Back-Bay System <\/td>\n<\/tr>\n | ||||||
873<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
885<\/td>\n | Volume Two <\/td>\n<\/tr>\n | ||||||
887<\/td>\n | Deltas and River Mouths Morphodynamic Feedbacks on Deltaic Coasts: Lessons from the Wave-Dominated Danube Delta <\/td>\n<\/tr>\n | ||||||
901<\/td>\n | Coastal and River Mouth Morphology Change in Sri Lanka Due to 2004 Indian Ocean Tsunami <\/td>\n<\/tr>\n | ||||||
915<\/td>\n | Holocene Evolution of the Merrimack Embayment, Northern Massachusetts, Interpreted from Shallow Seismic Stratigraphy <\/td>\n<\/tr>\n | ||||||
926<\/td>\n | The Use of Historic Topography for the Characterization of Time-Dependent Geomorphic Change and Sediment Delivery <\/td>\n<\/tr>\n | ||||||
941<\/td>\n | Impact of Hurricanes Katrina and Lili on the Inner Shelf of the Mississippi-Atchafalaya Delta <\/td>\n<\/tr>\n | ||||||
947<\/td>\n | Storms I Coastal-Change Impacts during Hurricane Katrina: An Overview <\/td>\n<\/tr>\n | ||||||
956<\/td>\n | Modeling Dune Response Using Measured and Equilibrium Bathymetric Profiles <\/td>\n<\/tr>\n | ||||||
970<\/td>\n | Sediment Transport along the Southwestern Louisiana Shoreline: Impact from Hurricane Rita, 2005 <\/td>\n<\/tr>\n | ||||||
980<\/td>\n | Heterogeneity and Dynamics on a Shoal during Spring-Winter Storm Season, South-Central Louisana, USA <\/td>\n<\/tr>\n | ||||||
994<\/td>\n | Winter Storm and Tropical Cyclone Impacts on the Short-Term Evolution of Beaches and Barriers along the Northeastern Gulf of Mexico <\/td>\n<\/tr>\n | ||||||
1010<\/td>\n | Storms II Impact of a Major Storm on Sediment Exchanges between the Dunes, Beach, and Nearshore <\/td>\n<\/tr>\n | ||||||
1022<\/td>\n | Storm Patterns and Climatic Trends Based on Water Level Fluctuations: Duck, North Carolina, USA <\/td>\n<\/tr>\n | ||||||
1035<\/td>\n | Hindcasting Potential Hurricane Impacts on Rapidly Changing Barrier Islands <\/td>\n<\/tr>\n | ||||||
1045<\/td>\n | EOF Analysis of Morphological Response to Hurricane Ivan <\/td>\n<\/tr>\n | ||||||
1055<\/td>\n | Storm Surge and Sediment Process Owing to Hurricane Isidore in Terminos Lagoon, Campeche <\/td>\n<\/tr>\n | ||||||
1067<\/td>\n | Tsunami I Tsunami Damage Estimation in Consideration of Beach Transformation and Dike Failure <\/td>\n<\/tr>\n | ||||||
1078<\/td>\n | Beach Morphology at Banda Aceh, Indonesia in Response to the Tsunami on 26 December 2004 <\/td>\n<\/tr>\n | ||||||
1092<\/td>\n | Dune Morphology as an Indicator of Paleotsunamis <\/td>\n<\/tr>\n | ||||||
1106<\/td>\n | Sedimentological Characteristics of Regional-Scale Washover Deposits Caused by Hurricane Ivan <\/td>\n<\/tr>\n | ||||||
1120<\/td>\n | Tsunami II Impacts of the 2004 Indian Ocean Tsunami on the Southwest Coasts of Sri Lanka <\/td>\n<\/tr>\n | ||||||
1134<\/td>\n | Reconstructing Tsunami Run-Up from Sedimentary Characteristics\u2014A Simple Mathematical Model <\/td>\n<\/tr>\n | ||||||
1148<\/td>\n | Numerical Study of Tsunami Run-Up over Erodible Sand Dunes <\/td>\n<\/tr>\n | ||||||
1162<\/td>\n | Predicted Sedimentary Record of Reflected Bores <\/td>\n<\/tr>\n | ||||||
1176<\/td>\n | Tsunami Inundation and Sediment Transport in Vicinity of Coastal Mangrove Forest <\/td>\n<\/tr>\n | ||||||
1188<\/td>\n | Sea Level Rise I From Transgression to Regression: Coastal Evolution near The Hague, The Netherlands, around 5000 Years BP <\/td>\n<\/tr>\n | ||||||
1201<\/td>\n | Changing Orientation of Ocean-Facing Bluffs on a Transgressive Coast, Cape Cod, Massachusetts <\/td>\n<\/tr>\n | ||||||
1212<\/td>\n | Modeling Barrier Island Response to Sea-Level Rise in the Outer Banks, North Carolina <\/td>\n<\/tr>\n | ||||||
1224<\/td>\n | 1880 to 2005 Morphological Evolution of a Transgressive Tidal Inlet, Little Pass Timbalier, Louisiana <\/td>\n<\/tr>\n | ||||||
1238<\/td>\n | Sea Level Rise II Impacts of Rising Sea Level to Backbarrier Wetlands, Tidal Inlets, and Barrier Islands: Barataria Coast, Louisiana <\/td>\n<\/tr>\n | ||||||
1252<\/td>\n | Modeling Future Coastal Wetland Transition Induced by Relative Sea-Level Rise <\/td>\n<\/tr>\n | ||||||
1259<\/td>\n | Morphological Interactions within UK Estuaries: A Preliminary Analysis of Critical Rates of Sea-Level Rise <\/td>\n<\/tr>\n | ||||||
1273<\/td>\n | Variable Shoreline Responses to Sea-Level Rise and Climate Change <\/td>\n<\/tr>\n | ||||||
1286<\/td>\n | Model Scenarios of Shoreline Change at Kaanapali Beach, Maui, Hawaii: Seasonal and Extreme Events <\/td>\n<\/tr>\n | ||||||
1300<\/td>\n | Wind-Blown Sand Aeolian Processes, Coastal Dunes, and the Coastal Engineering Manual, Part III, Chapter 4\u2014”Wind-Blown Sediment Transport” <\/td>\n<\/tr>\n | ||||||
1314<\/td>\n | Distribution of Horizontal Distance Traveled by Saltating Sand Grains in Air <\/td>\n<\/tr>\n | ||||||
1328<\/td>\n | Beach Stabilization Works Against Wind Blown Sand on Beaches: Experiences from Japan <\/td>\n<\/tr>\n | ||||||
1342<\/td>\n | Coastal Dunefield Evolution in Conditions of Limited Sediment Availability: Natural and Anthropogenic Controls on the Corralejo Dunes <\/td>\n<\/tr>\n | ||||||
1356<\/td>\n | Coastal Inlets I Hydrodynamic and Morphologic Modeling at Sebastian Inlet, FL <\/td>\n<\/tr>\n | ||||||
1370<\/td>\n | Erosion and Channel Migration at the Shoalwater Bay Reservation, Willapa Bay, Washington <\/td>\n<\/tr>\n | ||||||
1385<\/td>\n | Sediment Management Plan Development for the St. Lucie Inlet, Martin County, Florida <\/td>\n<\/tr>\n | ||||||
1399<\/td>\n | Sand Bypassing Restores Natural Processes to Assateague Island, Maryland <\/td>\n<\/tr>\n | ||||||
1413<\/td>\n | Morphological Responses to Jetty Construction at Tidal Inlet: Lake Saroma, Japan <\/td>\n<\/tr>\n | ||||||
1422<\/td>\n | Coastal Inlets II Morphodynamics of Texel Inlet, The Netherlands <\/td>\n<\/tr>\n | ||||||
1436<\/td>\n | Sedimentation Patterns in a Stabilized Migratory Inlet, Blind Pass, Florida <\/td>\n<\/tr>\n | ||||||
1450<\/td>\n | Approaches to Understanding Multiple-Inlet Stability <\/td>\n<\/tr>\n | ||||||
1464<\/td>\n | Engineering Guidelines for the Siting of Sand Bypassing Discharges <\/td>\n<\/tr>\n | ||||||
1476<\/td>\n | Shoreline Implications of Flood-Tide Delta Morphodynamics. The Case of Port Stephens (SE Australia) <\/td>\n<\/tr>\n | ||||||
1490<\/td>\n | Mud Coasts I Using Simple Semi-Empirical Models for Integrated Assessment of Scenarios for a Navigation Channel. The Case of the Port of Ostend, Belgium <\/td>\n<\/tr>\n | ||||||
1500<\/td>\n | Sediment Processes and Mangrove-Habitat Expansion on a Rapidly-Prograding Muddy Coast, New Zealand <\/td>\n<\/tr>\n | ||||||
1514<\/td>\n | The Influence of Mud on the Inner Shelf, Shoreface, Beach, and Surf Zone Morphodynamics\u2014Cassino, Southern Brazil <\/td>\n<\/tr>\n | ||||||
1525<\/td>\n | The Hurricane Katrina Storm Surge in Mississippi <\/td>\n<\/tr>\n | ||||||
1534<\/td>\n | Texas Inlets Coastal Inlets of Texas, USA <\/td>\n<\/tr>\n | ||||||
1548<\/td>\n | Cedar Bayou\u2014Inlet Dynamics and Engineering <\/td>\n<\/tr>\n | ||||||
1561<\/td>\n | Navigation Improvements, Mouth of the Colorado River, Texas <\/td>\n<\/tr>\n | ||||||
1574<\/td>\n | Long-Terra Inlet Stability of a Multiple Inlet System, Pass Cavallo, Texas <\/td>\n<\/tr>\n | ||||||
1588<\/td>\n | Morphologic Response to a New Inlet, Packery Channel, Corpus Christi, Texas <\/td>\n<\/tr>\n | ||||||
1602<\/td>\n | Coastal Inlets III Evolution of a Relocated Tidal Inlet: Mason Inlet, NC <\/td>\n<\/tr>\n | ||||||
1616<\/td>\n | Present Hydrodynamics of Ancao Inlet, 10 Years after its Relocation <\/td>\n<\/tr>\n | ||||||
1630<\/td>\n | The Influence of Tidal Prism and Vegetation on Tidal Channel Morphology: Implications for Marsh Stability <\/td>\n<\/tr>\n | ||||||
1641<\/td>\n | Natural and Anthropogenic Influences on the Morphodynamics of Big Sarasota Pass, Florida <\/td>\n<\/tr>\n | ||||||
1648<\/td>\n | Morphological Behavior of Seasonal Closure of Tidal Inlets <\/td>\n<\/tr>\n | ||||||
1660<\/td>\n | Estuaries The National Academies Report on Mitigating Shore Erosion along Sheltered Coasts <\/td>\n<\/tr>\n | ||||||
1668<\/td>\n | Field Measurement and Modeling of Scour Pit Dynamics in a Sandy Estuary <\/td>\n<\/tr>\n | ||||||
1682<\/td>\n | Projection of Topographic Change of an Estuary Terrace by Horizontal 2-D Simulation Model, Considering Grain Size <\/td>\n<\/tr>\n | ||||||
1694<\/td>\n | Examining the Contribution of Sediment Stratification to the Evolution of Seabed Morphology <\/td>\n<\/tr>\n | ||||||
1706<\/td>\n | From River Basin to Barrier Reef: Pathways of Coastal Sediments <\/td>\n<\/tr>\n | ||||||
1719<\/td>\n | Mud Coasts II Wave Evolution on Fluid Mud Bottom <\/td>\n<\/tr>\n | ||||||
1728<\/td>\n | A Fine Sediment Transport Modeling Framework and its Application to Fluid Mud Processes <\/td>\n<\/tr>\n | ||||||
1737<\/td>\n | Field Measurement of Fine Sediment Transport Process around Navigation Channel <\/td>\n<\/tr>\n | ||||||
1749<\/td>\n | Time Dependent Mud Fluidization and Irregular Wave Transformation on Muddy Profiles <\/td>\n<\/tr>\n | ||||||
1783<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
1789<\/td>\n | Volume Three <\/td>\n<\/tr>\n | ||||||
1791<\/td>\n | Regional Processes I Regional Beach\/Cliff System Dynamics along the California Coast <\/td>\n<\/tr>\n | ||||||
1803<\/td>\n | Factors Influencing the Long-Term Stability of the Carbonate Sand Beaches of Mauritius <\/td>\n<\/tr>\n | ||||||
1817<\/td>\n | Evolution of Erosion Hot Spots on a Barrier Island: Fire Island, New York <\/td>\n<\/tr>\n | ||||||
1826<\/td>\n | Tropical Mixed Wave\/Tide Dominated Barrier-Spit System: A Case Study from NE Brazil <\/td>\n<\/tr>\n | ||||||
1835<\/td>\n | Regional Shoreline and Beach Changes in the Santa Barbara Sandshed <\/td>\n<\/tr>\n | ||||||
1849<\/td>\n | Regional Processes II Engineering Activities Influencing Historical Sediment Transport Pathways at the Columbia River Mouth, WA\/OR <\/td>\n<\/tr>\n | ||||||
1863<\/td>\n | Implementing Regional Sediment Management to Sustain Navigation at an Energetic Tidal Inlet <\/td>\n<\/tr>\n | ||||||
1882<\/td>\n | Decadal Evolution of Shoreface Geometry in South Carolina, USA <\/td>\n<\/tr>\n | ||||||
1894<\/td>\n | Improving Statistical Validity in Calculating Erosion Hazards from Historical Shorelines <\/td>\n<\/tr>\n | ||||||
1908<\/td>\n | Linking Coastal Evolution and Super Storm Dune Erosion Forecasts <\/td>\n<\/tr>\n | ||||||
1922<\/td>\n | LIDAR and ARGUS CHARTS-Enabled Data Fusion for Coastal Zone Characterization <\/td>\n<\/tr>\n | ||||||
1932<\/td>\n | Using Topographic LIDAR Data to Delineate the North Carolina Shoreline <\/td>\n<\/tr>\n | ||||||
1946<\/td>\n | Exploring Rippled Scour Depressions Offshore Huntington Beach, CA <\/td>\n<\/tr>\n | ||||||
1960<\/td>\n | A Study of Intertidal Bar Dynamics Using the Argus Video System <\/td>\n<\/tr>\n | ||||||
1972<\/td>\n | Depth of Closure Derived from Airborne Laser Bathymetry <\/td>\n<\/tr>\n | ||||||
1981<\/td>\n | Remote Sensing Assessing Nearshore Bar Movements during Storms Using Time-Averaged X-Band Radar Images <\/td>\n<\/tr>\n | ||||||
1995<\/td>\n | Longshore Migration of Coastal Features Observed with X-Band Radar <\/td>\n<\/tr>\n | ||||||
2005<\/td>\n | Detailed 3-D Models of New Zealand Barrier Stratigraphy Provide Insight into Coastal Evolution in Various Spatial and Temporal Settings <\/td>\n<\/tr>\n | ||||||
2019<\/td>\n | Swash Zone A Formula for Longshore Sediment Transport in the Swash <\/td>\n<\/tr>\n | ||||||
2033<\/td>\n | Importance of the Swash Longshore Sediment Transport in Morphodynamic Models <\/td>\n<\/tr>\n | ||||||
2042<\/td>\n | Direct Bed Shear Stress Measurements in Bore-Driven Swash and Swash Interactions <\/td>\n<\/tr>\n | ||||||
2056<\/td>\n | Limits of Beach and Dune Erosion in Response to Wave Runup Elucidated from SUPERTANK <\/td>\n<\/tr>\n | ||||||
2070<\/td>\n | Interaction of Dune Face and Swash Zone <\/td>\n<\/tr>\n | ||||||
2083<\/td>\n | Barrier Island Breaching Critical Width of Barrier Islands and Implications for Engineering Design <\/td>\n<\/tr>\n | ||||||
2097<\/td>\n | Barrier Island Vulnerability to Breaching: A Case Study on Dauphin Island, Alabama <\/td>\n<\/tr>\n | ||||||
2106<\/td>\n | Morphologic Modeling of Multiple Barrier Island Breaches for Regional Application <\/td>\n<\/tr>\n | ||||||
2120<\/td>\n | Breach Stability and Growth Analysis Using a Morphological Model <\/td>\n<\/tr>\n | ||||||
2132<\/td>\n | Spatial Distribution of Cross-Shore Sediment Transport Rate for Berm Formation and Erosion <\/td>\n<\/tr>\n | ||||||
2144<\/td>\n | Overwash and Washover Sediment Transport Patterns During Overwash <\/td>\n<\/tr>\n | ||||||
2156<\/td>\n | Characterization and Modeling of Washover Fans <\/td>\n<\/tr>\n | ||||||
2169<\/td>\n | Experimental Study of Overwash <\/td>\n<\/tr>\n | ||||||
2179<\/td>\n | Backbarrier Evolution and Complete Overwash Occurrence <\/td>\n<\/tr>\n | ||||||
2192<\/td>\n | Sand Bars, Beach Cusps Geomorphic Features Shaped by Crossing Waves <\/td>\n<\/tr>\n | ||||||
2206<\/td>\n | Observation and Modeling of Crescentic Bars in Barcelona Embayed Beaches <\/td>\n<\/tr>\n | ||||||
2219<\/td>\n | Mesoscale Behaviour of Longshore Bars\u2014Net Onshore or Net Offshore Migration <\/td>\n<\/tr>\n | ||||||
2232<\/td>\n | Morphological Characteristics of Rip Current Embayments on the Oregon Coast <\/td>\n<\/tr>\n | ||||||
2246<\/td>\n | Geologic Framework of the Long Bay Inner Shelf: Implications for Coastal Evolution in South Carolina <\/td>\n<\/tr>\n | ||||||
2259<\/td>\n | Sand Waves and Channels A Relic Sand Wave Field in a Tidal Channel <\/td>\n<\/tr>\n | ||||||
2272<\/td>\n | Geometric and Statistical Characteristics of Bed Forms in the Lower Mississippi River <\/td>\n<\/tr>\n | ||||||
2286<\/td>\n | Bathymetric Evolution of a Sandy Bed under Transient Progressive Waves <\/td>\n<\/tr>\n | ||||||
2294<\/td>\n | Analysis of Sebastian Inlet, FL, Morphologic Changes Using Complex Empirical Orthogonal Functions (CEOF) <\/td>\n<\/tr>\n | ||||||
2308<\/td>\n | Investigating Ship Induced Scour in a Confined Shipping Channel <\/td>\n<\/tr>\n | ||||||
2324<\/td>\n | Beach Nourishment Evolution of Grain-Size Distribution on Bogue Banks: Implications for Selection of Borrow Material <\/td>\n<\/tr>\n | ||||||
2337<\/td>\n | New Findings in Equilibrium Grain Size Distribution <\/td>\n<\/tr>\n | ||||||
2349<\/td>\n | Determination of Overfill Factor for Offshore Sand in Barrier Island Restoration on the Louisiana Coast <\/td>\n<\/tr>\n | ||||||
2360<\/td>\n | Broward County Beach Demonstration Project: From Beers to Beaches <\/td>\n<\/tr>\n | ||||||
2374<\/td>\n | Beach Nourishment Evolution in the Canciin Beach, Quintana Roo, M\u00c3\u00a9xico <\/td>\n<\/tr>\n | ||||||
2387<\/td>\n | Case Studies Geomorphic Response and Elements of Sediment Budget at St. Joseph Harbor, Southeast Lake Michigan <\/td>\n<\/tr>\n | ||||||
2401<\/td>\n | Chesapeake Bay: Headland Control Systems Performance Including Hurricane Isabel <\/td>\n<\/tr>\n | ||||||
2416<\/td>\n | Coastal Protection against Wind-Wave Induced Erosion Using Soft and Porous Structures: A Case Study at Lake Biel, Switzerland <\/td>\n<\/tr>\n | ||||||
2426<\/td>\n | Physical Processes Study of Goldsmith Inlet, New York <\/td>\n<\/tr>\n | ||||||
2440<\/td>\n | Dredging Design of Navigation Channel Deepening Works Using a Morphological Model in Barranquilla, Columbia <\/td>\n<\/tr>\n | ||||||
2453<\/td>\n | Beach Renourishment through Spoil Disposal Downdrift of a Dredged Entrance Channel <\/td>\n<\/tr>\n | ||||||
2467<\/td>\n | Desktop Methodology for Estimating Maintenance Dredging Requirements for Widened and Deepened Navigation Channels <\/td>\n<\/tr>\n | ||||||
2477<\/td>\n | A Mass-Balance, Control-Volume Approach for Estimating Vertical Sediment Flux and Settling Velocity within Dredge Plumes <\/td>\n<\/tr>\n | ||||||
2489<\/td>\n | What Does “Physical Regeneration” of Marine Aggregate Dredging Sites Mean? <\/td>\n<\/tr>\n | ||||||
2497<\/td>\n | Beach Nourishment and Structures Performance of Beach Fill and Nearshore Breakwaters at East Ocean View Beach, Norfolk, VA <\/td>\n<\/tr>\n | ||||||
2513<\/td>\n | Assessing Fill Compatibility through Project Performance Evaluation <\/td>\n<\/tr>\n | ||||||
2527<\/td>\n | Coastal Structure Design for Shore Protection and Sand Retention: Practical Aspects <\/td>\n<\/tr>\n | ||||||
2541<\/td>\n | Quantitative Evaluation of Controlling Effect of Headland on Longshore Sand Transport Using Model for Predicting Changes in Contour Lines and Grain Size <\/td>\n<\/tr>\n | ||||||
2555<\/td>\n | Evaluation of Controlling Effect of Sand Transport by Detached Breakwaters Built on Dynamically Stable Beach <\/td>\n<\/tr>\n | ||||||
2568<\/td>\n | Seafloor Mapping Geologic Characterization of Offshore of Shelf Areas Using usSEABED for GIS Mapping, Modeling Processes and Assessing Marine Sand and Gravel Resources <\/td>\n<\/tr>\n | ||||||
2582<\/td>\n | USGS Advances in Integrated, High-Resolution Sea-Floor Mapping: Inner Continental Shelf to Estuaries <\/td>\n<\/tr>\n | ||||||
2596<\/td>\n | A Rapid Compatibility Analysis of Potential Offshore Sand Sources for Beaches of the Santa Barbara Littoral Cell <\/td>\n<\/tr>\n | ||||||
2610<\/td>\n | Presence of Beach-Compatible Sediments in Offshore Borrows: New Challenges and Trade Offs in Developing Codifications <\/td>\n<\/tr>\n | ||||||
2624<\/td>\n | Indexes Subject Index A B C D E F <\/td>\n<\/tr>\n | ||||||
2625<\/td>\n | G H I J L M N O P R <\/td>\n<\/tr>\n | ||||||
2626<\/td>\n | S T U V W <\/td>\n<\/tr>\n | ||||||
2628<\/td>\n | Author Index A B C D <\/td>\n<\/tr>\n | ||||||
2629<\/td>\n | E F G H <\/td>\n<\/tr>\n | ||||||
2630<\/td>\n | I J K L M <\/td>\n<\/tr>\n | ||||||
2631<\/td>\n | N O P Q R <\/td>\n<\/tr>\n | ||||||
2632<\/td>\n | S T U V <\/td>\n<\/tr>\n | ||||||
2633<\/td>\n | W Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Coastal Sediments ’07<\/b><\/p>\n |