Case Study on Fifty Years of Seawall and Groin Construction, Tybee Island, Georgia
The purpose of this paper is to document and analyze the problems, proposed solutions, and results of local, state, and federal attempts to control erosion and storm damage at Tybee Island,...
Enhancing Diked Wetlands in Coastal California
Significant areas of wetland in coastal California are diked off from full tidal action. These areas retain considerable value as wetland, and their management and enhancement present...
Vertical Shelter From Hurricanes: Risk Perceptions and Politics
To reduce risks posed by high hurricane evacuation times, vertical shelters have been proposed. This paper presents a preliminary assessment of key decision makers' reactions...
Using the CoastalEcological Landscape Spatial Simulation (CELSS) Model for Wetland Management
A spatial simulation model was constructed to help understand the historical changes in the Atchafalaya/Terrebonne marsh/estuarine complex in south Louisiana and to project impacts of...
Urban Waterfronts: Does Every Use Have a Place?
This paper is a comparison of different state definitions and techniques used to manage competing uses on the waterfront. Every use does have a place on the waterfront. But that place...
Changing Waterfront Uses on the River Clyde, Scotland: A Preliminary Survey
The River Clyde in Scotland was renowned for its shipbuilding and shipping facilities. However, dislocations combined with government policy have forced since the early 1960's...
Study on Formation of Waterfront Community?Understanding Waterfront Space Characteristics
The effective development of the waterfront should optimize properties of the waterfront, resulting in activation of urban districts. For this purpose, rehabilitation of the district by...
Protection of Cape Hatteras Lighthouse
Historic Cape Hatteras Lighthouse has recently become threatened by shoreline erosion. Shore protection measures for the lighthouse are summarized and shoreline changes and erosion rates...
Emergency Shore Protection
Emergency shore protection usually requires design and construction to be completed in a 2 to 3 week period. Emergency shore protection measures at Surfside and Ventura, California required...
Bulkhead Instability in Soft Soil
This paper presents a case study involving the severe disturbance of the subsurface soils in front of an existing bulkhead caused by the berthing of a jack-up type, offshore drilling vessel....
A Railway Protection?Coastal Structures on Tyrrehenian Calabrian Coastline
The stretch of Calabrian coastline facing the Tyrrehenian Sea has for many years undergone severe erosion, exposing the Battipaglia-Reggio Calabria railtrack to the direct action of waves....
Ocean Erosion Control for the Private Sector
The paper describes some procedures of design and construction of riprap type protective structures to contain ocean erosion and to provide an end product that both gives protection and...
Judicial Solutions to Beach Access Problems in New Jersey
Legal doctrines notwithstanding, access to public trust beach is still, in many locations, inconvenient, expensive, or impossible. Private property signs containing threats of fines or...
The Chicago Lakefront Plan - 1986
Although Chicago is considered to have one of the world's most beautiful and also stable waterfronts, much of its shore protection is in imminent danger of failure. Nearly...
Influence on the Extension of Ondarroa Harbor on Adjacent Beaches
The present article deals with the analysis of the influence of the different Ondarroa Harbour extensions on the adjacent beaches by using a semi-movable model test. These model tests...
Athens Siphon and Outfall
More than 130 million gallons of untreated domestic and industrial wastewater are discharged each day into the sea near Athens. To mitigate this situation, the government of Greece is...
Armor Protection for Rubble Mound Breakwaters
A brief summary of past practices in breakwater armor system design is presented. The limitations of current design procedures for rubble mound breakwaters are discussed and improved methods...
Landfill Stabilization for Structural Purposes
The insitu stabilization of landfills and waste disposal sites for structural and environmental purposes has recently been accomplished through the application of existing soil stabilization...
Stabilized Fly Ash for Use as Low-Permeability Barriers
Two class F fly ashes from power stations located in West Virginia were stabilized by adding various percentages (by weight) of either lime or cement. Test specimens were subjected to...
Fly Ash as a Potential Waste Liner
Earthen liners have been widely used to contain toxic and hazardous materials in ponds and landfills. There is close scrutiny over the durability of liners in contact with various wastes...
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