This collection contains 90 papers focusing on practical solutions to coastal engineering problems that were presented at the 2011 Conference on Coastal Engineering Practice, held in San Diego, California, August 21-24, 2011.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | Plenary Sea Level Trends and Accelerations Based on U.S. and Global Tide Gauges <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | Case Histories of Coastal Projects A Case Study on the Use of Advanced Fiber Wrap Composites for Timber Pile Repair and Protection of a Pier Structure <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | Design and Construction of Kaumalapau Harbor Breakwater Island of Lanai, Hawaii <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | Stabilization of the Tutong River Entrance, Brunei: A Comprehensive Coastal Engineering Project <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | The Forecast of Anapa Bay-Bar Coast Evolution and Sand Body Thickness Change <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | Jet Grouting for the Re-Support of Pier 11A in San Diego, CA <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | Over Twenty-Five Years of Applied Coastal Engineering in Alaska <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | Corrosion Protection for Concrete Structures in Marine Environments <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | Development of Inner Harbor Navigation Canal Hurricane Surge Barrier Project Hydrodynamics through Deterministic Methods, Physical Modeling, and Numerical Modeling <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | Sediment Nourishment at Orchard Beach, the Bronx, New York <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | Design and Construction of the Lake Borgne Surge Barrier in Response to Hurricane Katrina <\/td>\n<\/tr>\n | ||||||
| 144<\/td>\n | Long-Term Monitoring and Effectiveness of Sediment Cap, Former Campbell Shipyard, San Diego, California <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | Indian River County\u2014Sector 3 Beach and Dune Restoration Project <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | Sediment Transport Modeling and Application for Ocean Beach and San Francisco Bight, CA <\/td>\n<\/tr>\n | ||||||
| 183<\/td>\n | Regional Beach Restoration and Monitoring in San Diego County: A 10-Year Retrospective <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | Sustainable Concrete Mix Designs for 100-Year Service Life for Bridges in San Diego County Coastal Environments <\/td>\n<\/tr>\n | ||||||
| 211<\/td>\n | Maintenance of Navigable Depths at the Hawaii Kai Marina and Entrance Channel: Oahu, Hawaii <\/td>\n<\/tr>\n | ||||||
| 225<\/td>\n | The Life and Death of North America’s First Man-Made Surfing Reef <\/td>\n<\/tr>\n | ||||||
| 239<\/td>\n | Capacity Enhancement at Coastal Disposal Sites <\/td>\n<\/tr>\n | ||||||
| 248<\/td>\n | Operation, Maintenance, and Repair of Coastal Wastewater Outfalls: San Francisco, Boston, Los Angeles County, and San Diego <\/td>\n<\/tr>\n | ||||||
| 261<\/td>\n | Coastal Environment, Water Quality, and Wetlands Restoration Numerical Modeling Studies of San Elijo Lagoon Restoration Project <\/td>\n<\/tr>\n | ||||||
| 275<\/td>\n | Modeling Study of Bacterial Dispersion for Marine-Coastal Waters, According to the European Directives <\/td>\n<\/tr>\n | ||||||
| 287<\/td>\n | Masonville Dredged Material Containment Facility: Mitigation Design Including Shore Protection, Reef Creation, and Wetlands Restoration <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | Influence of Small Rivers’ Runoff on the Hydrochemical Structure of Coastal Waters of the North-Eastern Black Sea <\/td>\n<\/tr>\n | ||||||
| 311<\/td>\n | Restoring Malibu Lagoon: A Case Study in Collaborative Coastal Restoration <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | Water Quality Study for a Coastal Development at the Bahia de lost Sue\u00c3\u00b1os, Baja California, Mexico <\/td>\n<\/tr>\n | ||||||
| 339<\/td>\n | Hydraulic Effects of Proposed Knik Arm Crossing <\/td>\n<\/tr>\n | ||||||
| 353<\/td>\n | Coastal Hazards and Risk Management A Joint Hydraulic\/Structural Methodology for the Rehabilitation of the Crescent City Marina <\/td>\n<\/tr>\n | ||||||
| 364<\/td>\n | Operational Oceanographic System for the Southern Coastal Waters of Korea <\/td>\n<\/tr>\n | ||||||
| 372<\/td>\n | Application of Coastal Engineering Principles in Response to the Deepwater Horizon Disaster: Lessons Learned in Coastal Alabama <\/td>\n<\/tr>\n | ||||||
| 386<\/td>\n | Sea Level Rise Impact Assessment and Mitigation Alternatives Development for Balboa Island and Little Balboa Island, City of Newport Beach, California <\/td>\n<\/tr>\n | ||||||
| 397<\/td>\n | Comparison of Two Severe Storms in Terms of Wave Characteristics Based on Recorded Field Data <\/td>\n<\/tr>\n | ||||||
| 409<\/td>\n | Estimation of Storm Surge Inundation and Hazard Mapping <\/td>\n<\/tr>\n | ||||||
| 423<\/td>\n | Coastal Engineering for Veterans Drive Improvements <\/td>\n<\/tr>\n | ||||||
| 435<\/td>\n | Vulnerability Assessment of Climate Change Impact on Groundwater Salinity in the Nile Delta Coastal Region\u2014Egypt <\/td>\n<\/tr>\n | ||||||
| 449<\/td>\n | Seawall-Waves Interaction and Impact on Sediment Morphology <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Coastal Structures and Sea Level Rise: Adaptive Management Approach <\/td>\n<\/tr>\n | ||||||
| 473<\/td>\n | Coastal Sediment Processes Subaqueous Cohesive Sediment Gravity Flows from Open Water Pipeline Dredge Disposal: Laboratory Experiments and Mathematical Modeling <\/td>\n<\/tr>\n | ||||||
| 486<\/td>\n | Modeling Regional Sediment Transport and Barrier Elongation on Long Island Coast, United States <\/td>\n<\/tr>\n | ||||||
| 500<\/td>\n | Prediction of the Siltation in the Intake of Nuclear Power Plant Using the Water Depth Monitoring and Coupled Model <\/td>\n<\/tr>\n | ||||||
| 508<\/td>\n | Analysis of Morphological Changes in the Gold Coast Seaway <\/td>\n<\/tr>\n | ||||||
| 522<\/td>\n | Influence of JONSWAP Wave Spectra Form on Frequency Spectrum of Suspended Sediment Transport Values <\/td>\n<\/tr>\n | ||||||
| 535<\/td>\n | Cohesive Sediment Transport Modeling: Application to the Madura Strait, Indonesia <\/td>\n<\/tr>\n | ||||||
| 550<\/td>\n | Numerical Modeling of Wind-Waves and Its Effect on Sediment Transport\u2014An Investigation of Spectral Terms <\/td>\n<\/tr>\n | ||||||
| 561<\/td>\n | Enhancement of Cross-Shore Profile Evolution Models for Sustainable Coastal Design <\/td>\n<\/tr>\n | ||||||
| 574<\/td>\n | Erosion and Shoreline Protection In the Wet Placement of Articulated Concrete Block Mat by Divers <\/td>\n<\/tr>\n | ||||||
| 579<\/td>\n | Analytic Solution Shoreline at Jetty under Varying Wave Climate <\/td>\n<\/tr>\n | ||||||
| 593<\/td>\n | Event Ranking Methods for Calculation of 100-Year Wave Runup on Levees at Oakland International Airport, California <\/td>\n<\/tr>\n | ||||||
| 607<\/td>\n | Surfability: A Proposed Scale for Surfable Waves <\/td>\n<\/tr>\n | ||||||
| 618<\/td>\n | Landslide Repair and Severe Erosion Mitigation Case Studies in Sensitive Coastal Areas <\/td>\n<\/tr>\n | ||||||
| 629<\/td>\n | Wave Effects on Bathymetric Depressions <\/td>\n<\/tr>\n | ||||||
| 640<\/td>\n | Propeller Wash on a Slope <\/td>\n<\/tr>\n | ||||||
| 653<\/td>\n | Geotextile Tube Solution for Dos Bocas PEMEX Marine Facilities Beach Erosion Problem in Tabasco, Mexico <\/td>\n<\/tr>\n | ||||||
| 663<\/td>\n | The Hub Effect on a Propeller Scour around a Pile <\/td>\n<\/tr>\n | ||||||
| 671<\/td>\n | Rockefeller Refuge Gulf Shoreline Protection Demonstration <\/td>\n<\/tr>\n | ||||||
| 685<\/td>\n | The 2012 San Diego Regional Beach Sand Project <\/td>\n<\/tr>\n | ||||||
| 697<\/td>\n | Determination of Wave Transmission Coefficients for Oyster Shell Bag Breakwaters <\/td>\n<\/tr>\n | ||||||
| 711<\/td>\n | Shore Protective Revetment Crowned with Pedestrian Walkway at Strand Beach, California <\/td>\n<\/tr>\n | ||||||
| 720<\/td>\n | Extreme Total Water Levels for Twin Lakes Beach, Santa Cruz, CA <\/td>\n<\/tr>\n | ||||||
| 734<\/td>\n | Determination of Shoreline Evolution: A Case Study <\/td>\n<\/tr>\n | ||||||
| 745<\/td>\n | Efficacy of Stone Filled Marine Mattresses for Cable Protection in a Nearshore Mixed Sediment Environment <\/td>\n<\/tr>\n | ||||||
| 755<\/td>\n | Monitoring Shore Protection Projects along the Florida Panhandle Using Three-Dimensional Spatial Data <\/td>\n<\/tr>\n | ||||||
| 766<\/td>\n | Myrtle Beach (2001-2010)\u2014Another Decade of Beach Monitoring Surveys after the 1997 Federal Shore-Protection Project <\/td>\n<\/tr>\n | ||||||
| 779<\/td>\n | What’s Left of the Malibu Coastline and a Method to Replenish the Beaches <\/td>\n<\/tr>\n | ||||||
| 793<\/td>\n | Behavior of Shore Protection Structures in Alexandria, Egypt, during the Storm of December 2010 <\/td>\n<\/tr>\n | ||||||
| 806<\/td>\n | Predictability of Beach Nourishment Project Performance in Florida <\/td>\n<\/tr>\n | ||||||
| 820<\/td>\n | Local, State, and Federal Involvement in Planning, Design, and Construction of Coastal Projects Applying the Design\/Build Project Delivery Method to Shore Protection and Other Coastal Works Projects <\/td>\n<\/tr>\n | ||||||
| 833<\/td>\n | The Challenges of Permitting Coastal Projects in the 21[sup(st)] Century <\/td>\n<\/tr>\n | ||||||
| 844<\/td>\n | Ports, Harbors, and Marine Transportation Skagway Small Boat Harbor\u2014Vertical Wave Barrier <\/td>\n<\/tr>\n | ||||||
| 859<\/td>\n | Passing Vessel Hydrodynamic Model Validations in Complex Waterways <\/td>\n<\/tr>\n | ||||||
| 868<\/td>\n | Cruise Ship Maneuvering and Berthing at Pier 27 Cruise Terminal, San Francisco, CA <\/td>\n<\/tr>\n | ||||||
| 881<\/td>\n | Elastic Buckling Capacities of Piles Subject to Partial Section Loss <\/td>\n<\/tr>\n | ||||||
| 891<\/td>\n | Field Observations and Numerical Modeling of Infragravity Waves <\/td>\n<\/tr>\n | ||||||
| 905<\/td>\n | Coastal Engineering for Renovation of San Francisco Marina West Yacht Harbor <\/td>\n<\/tr>\n | ||||||
| 916<\/td>\n | Floating Breakwater Modeling and Design for Oyster Point Marina <\/td>\n<\/tr>\n | ||||||
| 930<\/td>\n | Final Monitoring Results for Kaumalapau Harbor Breakwater, Lanai, Hawaii <\/td>\n<\/tr>\n | ||||||
| 944<\/td>\n | Modeling Support of the St. Johns River Project, Jacksonville, FL <\/td>\n<\/tr>\n | ||||||
| 958<\/td>\n | Wave Amplification at Harbor Entrance Due to Submerged Shoal <\/td>\n<\/tr>\n | ||||||
| 970<\/td>\n | Utilizing Vessel Based Mobile Laser and Bathymetry Survey Techniques for Survey of Four Southern California Breakwaters <\/td>\n<\/tr>\n | ||||||
| 983<\/td>\n | Site Planning and Hydraulic Design of a Cargo Seaport Exposed to Typhoons and Tsunamis\u2014A Project Case in the Philippines <\/td>\n<\/tr>\n | ||||||
| 997<\/td>\n | Measurement of Structure Response to Ferry Berthing Loads <\/td>\n<\/tr>\n | ||||||
| 1033<\/td>\n | Port of Long Beach Sustainable Design and Construction Guidelines <\/td>\n<\/tr>\n | ||||||
| 1047<\/td>\n | Boat-Wake Observations at Jensen Beach, Florida <\/td>\n<\/tr>\n | ||||||
| 1056<\/td>\n | Sustainable Coastal Development Sustainable Coastal Development in Response to Natural and Anthropogenic Impacts As Well As to Climate Change <\/td>\n<\/tr>\n | ||||||
| 1070<\/td>\n | Renewable Ocean Energy <\/td>\n<\/tr>\n | ||||||
| 1077<\/td>\n | Defining Engineering Guidance for Living Shoreline Projects <\/td>\n<\/tr>\n | ||||||
| 1091<\/td>\n | Demand Forecasting for Yacht Tourism Planning in Turkey <\/td>\n<\/tr>\n | ||||||
| 1101<\/td>\n | Current Challenges in Coastal Management in the Netherlands: Examples of Pilot Projects <\/td>\n<\/tr>\n | ||||||
| 1115<\/td>\n | Vacuum Sewers\u2014A Viable Alternative for Wastewater Collection and Transport in Coastal Areas <\/td>\n<\/tr>\n | ||||||
| 1126<\/td>\n | Sustaining Port Development through Impact Mitigation <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Coastal Engineering Practice<\/b><\/p>\n |