Backbarrier Beaches on a Developed Shoreline
The purpose of this paper is to identify the nature and magnitude of alterations to backbarrier environments on Island Beach Spit, NJ. This location was selected because it has different...
Sand Accounting Methodology for Barrier Island Sediment Budget Analysis
A wide variety of theoretical and analytical techniques are used for estimating island budgets, but surveying has provided the most accurate means of evaluating change. To make comparisons...
Historical Shoreline Changes: A Comparison of Mean High Water and Vegetation Line Movement
A cooperative study produced historic mean high water shoreline change maps for the State of South Carolina. These maps have been used to calculate erosion rates for the entire developed...
Barrier Islands: Dynamic Coastal Landforms Requiring Complex Management Decisions
Barrier islands and spits are found along ten to twenty percent of the world's coastline, and are the predominant coastal landforms composing about eighty-five percent of...
Temporal and Spatial Variations in Shoreline Migration Rates, Metompkin Island, Virginia
Examination of historic shoreline position changes provides a mechanism for evaluating the influence of spatial and temporal variations in barrier island morphology on the long-term evolution...
Shoreline Response of Northern New Jersey Barrier System
The barrier island system along northern New Jersey coastline was evaluated for changes in shoreline trends, based on recent shoreline mapping and in support of U.S. Army Engineer, New...
A Case Study of Ebb Tidal Delta Equilibrium: Ocean City, Maryland
The inlet at Ocean City, Maryland was created by hurricane surge breaching of Fenwick Island Spit in 1933. Inlet stabilization was completed in 1934-1935. The inlet jetties have been held...
Stabilization Attempts: Westhampton Beach, N.Y.
The barrier island at Westhampton Beach, N.Y. and its associated inlets have been the sites of numerous management and stabilization projects. Most of these projects have been technically...
The South Carolina Coast I. Natural Processes and Erosion
The heart of South Carolina's beach erosion problem in South Carolina lies along those 26 miles of beach which are developed and are apparently experiencing more rapid erosion....
Shoreline Change Along the South Carolina Coast
Shoreline erosion/accretion rates were determined for the Atlantic coast extending from Tybee Island, GA. along the entire South Carolina coast to Cape Fear, NC. Approximately 130 years...
The Coastline of Rio De Janeiro From a Coastal Engineering Point of View
The Ocean Engineering Department of COPPE/UFRJ started in early 1988 a project called 'Littoral Rio', in order to make an assessment of coastal engineering problems...
Sulfated Polysaccharides from Marine Invertebrates
The authors Laboratory is involved in the chemical and structural determination of sulfated polysaccharides from different sources. The main purpose of such studies is to compare these...
Recent Erosion in the Stable Ipanema-Leblon Beach in Rio De Janeiro
This paper presents the findings of a diagnostic study contracted by the City Hall of Rio de Janeiro, concerning beach erosion problems. It first reviews the problem and existing data....
Expert Systems for Assessment of Radon Gas
This paper covers a brief discussion of enviro-geotechnical aspects of radioactive toxic radon gas. Basic information required for assessment and controlling this gas is summarized and...
Shoreline Vegetation and Retention Basins
Erosion of exposed shorelines often introduces large quantities of sediment into the stored waters of stormwater retention basins. This additional sediment load can minimize the water...
Breakwater Choices
Most of the maritime breakwaters built throughout the world are of the rubble mount type, with a protective armor constructed of artificial blocks. Despite the multitude of different shapes...
Groins and Vanes Developed Basing Upon a New Concept of Bank Protection
At curved bends, scour at the outer bank always accompanies deposition at the inner bank. A highly efficient river course for flood flow is considered to have a small lateral gradient...
Beach Erosion Protection Methods: Case Study of Dar City Tanzania
Coastal Tanzania has been experiencing severe beach erosion. Beach erosion is much felt in coastal cities like Dar es Salaam, Tanga etc. Beach erosion in Dar es Salaam has caused damage...
State-of-the-Art Report: Mexico
Design recommendations for groins and spur dikes are presented. For groins the most important ones are: to build them with sloping crests, orientated downstream and maximum spacing of...
Handling of Intake Bulkhead at King Talal Dam
During raising of King Talal Dam in Jordan in 1986, the existing intake wheel gate provided at the inlet of the project Low Level Outlet Works (LLOW) tunnel was found inadequate to withstand...
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