Optimization of Beach Fill Transitions
Accentuated erosion or end loss by excessive longshores and transport occurring at abrupt lateral terminations of beach fills can compromise a fill's shore-protection functioning and longevity....
Revere Beach and Point of Pines, Massachusetts, Shore Front Study
This paper describes a study conducted by the Coastal Engineering Research Center (CERC) to determine the degree of storm protection provided by an existing coarse beach fill at Revere...
Selecting the Optimum Dune Height for Panama City Beaches, Florida
The Panama City Beaches, Florida, study area is located in the northwest Florida panhandle between Philips Inlet and the Panama City Harbor entrance channel. Currently the area has an...
Beach Morphology Analysis Package (BMAP)
This paper describes a newly developed personal computer software analysis package called BMAP, which stands for 'Beach Morphology Analysis Package.' The BMAP is an integrated set of beach...
The Profile Volume Approach to Beach Nourishment
The purpose of this paper is to outline a design approach to beach nourishment that emphasizes profile volumes. The advantages and disadvantages of the method are discussed and related...
Sand Losses from an Artificially Nourished Beach Stabilized by Groynes
Norderney is one of the East Frisian barrier Islands in Germany. Severe dune erosion jeopardized the settlement and neccessitated the use of seawalls and groynes after 1850. Even though...
Environmental Impacts on a Beach Nourishment Borrow Area, Manatee County, Florida
The author describes how environmental restraints affected a beach nourishment project in Manatee County, Florida. The project's principal sand source contained 24 million cubic yards...
Investigation of the Offshore Bathymetry and Sedimentology of Folly Island, SC: Determination of Potential Offshore Sand Reseves for Beach Renourishment
The authors report on a beach renourishment project started in January 1993 in an attempt to reestablish a high tide beach along most of Folly Island. The objectives of this study were:...
Vegetation Monitoring of Beach Nourishment
The Gulf Islands National Seashore portion of Perdido Key, Florida is the site of a five year project established to monitor the response of undisturbed native barrier island plant communities...
Holding a Shorelind with a Buried Revetment
Two shoreline modification projects were designed that use a new application of an old idea to provide erosion protection and improve shoreline access and aesthetics. The innovation consists...
Incremental Influence of Shore Structures Determined Using a Shoreline Change Model
Shore erosion at Ogden Dunes, Indiana, is thought to be caused by shore structures making up the Burns International Harbor complex, located on the southern shore of Lake Michigan. Long-term...
Breakwater Design in the Chesapeake Bay: Dealing with the End Effects
This paper documents various methods for treating the terminal ends of headland breakwater systems. Twelve sites in Chesapeake Bay were selected for study. In selecting design alternatives,...
Modification and Layout of the Galveston Island Groin Field for Retaining Sand on Beach
In the past hundred years or so, numerous groin fields have been constructed along the world's coastline. Many of these have little or no existing beach in the groin field. This paper...
St. Paul Harbor, St. Paul Island, Alaska
The City of St. Paul requested the Alaska District of the Corps of Engineers to become involved in their harbor project through Section 204e of Public Law 99-662. This arrangement allowed...
Dependence of Shoreline Change on Channel Dredge Material Disposal Practices, Humboldt Bay, CA, A Case Study
This paper addresses the evaluation of dredge material disposal sites for Humboldt Harbor with emphasis on the Humboldt Open Ocean Disposal Site (HOODS) and the potential impact of its...
Calculating Erosion Rates: Using Long-Term Data to Increase Data Confidence
Computer cartographic techniques were used to produce historical shoreline change maps for two study areas: (1) an eight kilometer section of Calvert County, Maryland; and (2) an eight...
Assessing Coastal Bluff Erosion Along the Oregon Coast Using Available Materials
This pilot study was initiated by Oregon's Department of Geology and Mineral Industry (DOGAMI) in an effort to determine erosion rates applicable to the coastal bluffs of Oregon's shoreline....
Shoreline Erosional/Depositional Patterns in Oman
This paper presents a brief synopsis of the physical setting and geomorphology of the Oman coast, emphasizing the areas with the most dramatic erosional/depositional eyeless. Eighty-three...
Wave-Induced Erosion on a Tidal Marsh Shoreline in Corte Madera Bay
One of the primary factors controlling the formation and configuration of a shoreline is the interaction of waves with the shore. A monitoring program was set up at the Corte Madera Ecological...
Monitoring the Impacts of a Coastal Protection Structure on La Guira Bay, Tobago
In the mid 1980s the Trinidad and Tobago Government embarked on a tourism development thrust centered around the island of Tobago. A key feature of this thrust involved extending the Crown...
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