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United States Army Corps of Engineers Jacksonville District

Overview
Works: 2,879 works in 3,505 publications in 1 language and 9,037 library holdings
Genres: History  Maps 
Classifications: TA7, 639.90975939
Publication Timeline
Key
Publications about United States
Publications by United States
Most widely held works about United States
 
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Most widely held works by United States
Review of selected features of the Natural System Model, and suggestions for applications in South Florida by Jerad Bales( Book )
2 editions published in 1997 in English and held by 227 libraries worldwide
Interoceanic canal studies, 1970 by United States( Book )
4 editions published in 1970 in English and held by 208 libraries worldwide
Sun, sand and water : a history of the Jacksonville District U.S. Army Corps of Engineers, 1821-1975 by George E Buker( Book )
2 editions published in 1981 in English and held by 159 libraries worldwide
Wetlands and deepwater habitats of Florida by National Wetlands Inventory (U.S.)( Map )
2 editions published in 1992 in English and held by 152 libraries worldwide
Destin Dome 56 unit development and production plan and right-of-way pipeline application draft environmental impact statement by United States( Book )
2 editions published in 1999 in English and held by 129 libraries worldwide
An estimate of channel roughness of interoceanic canals : final report by Garbis H Keulegan( Book )
6 editions published in 1978 in English and held by 77 libraries worldwide
Atlantic Intracoastal Waterway in Florida : Fort Clinch to Miami ( Book )
1 edition published in 1989 in English and held by 74 libraries worldwide
San Juan National Historic Site, San Juan, Puerto Rico, design for prevention of wave-induced erosion : hydraulic model investigation by Robert R Bottin( Book )
3 editions published in 1979 in English and held by 73 libraries worldwide
Model studies of the Portugues and Bucana Rivers channelization, Puerto Rico : hydraulic model investigation by Noel R Oswalt( Book )
3 editions published in 1978 in English and held by 72 libraries worldwide
Two 1:30-scale physical hydraulic models of the Portugues and Bucana Rivers were used to determine the adequacy of the original designs for the flood control channelization project through the city of Ponce, Puerto Rico. The proposed channelization included trapezoidal to rectangular channel transitions, stilling basins, and drop structures in the high-velocity channels. A 3300-ft (prototype) channel length was used to study the transitions and stilling basins including riprap stability downstream from the stilling basins. A 1200-ft (prototype) channel length was used to study the drop structures and the adjacent riprap protection requirements. Test results indicated that the original design with certain modifications would effectively transmit all expected flood releases from the proposed Portugues and Cerrillos Dams. Modifications to transitions at entrances to the high-velocity channel reaches were streamlined within the original right-of-way to reduce surface turbulence and standing waves. Geometry of the original stilling basins was altered to prevent the oblique hydraulic jumps and the end-sill heights were lowered to reduce the water-surface drawdown, surface roller waves, and high bottom velocities downstream of each basin
Outlet works for Cerrillos Dam, Cerrillos River, and Portugues Dam, Portugues River, Puerto Rico : hydraulic model investigation by John F George( Book )
3 editions published in 1979 in English and held by 71 libraries worldwide
Breakwater and revetment stability study, San Juan National Historic Site, San Juan, Puerto Rico : hydraulic model investigation by Dennis G Markle( Book )
4 editions published in 1981 in English and held by 69 libraries worldwide
A hydraulic model investigation was conducted using both two-dimensional and three-dimensional stability models at undistorted linear scales (model to prototype) of 1:38.5 and 1:50.5, respectively. The purposes of the stability tests were as follows: (a) Develop stable, economical and aesthetically pleasing designs for the offshore breakwater, north revetment, and west revetment to protect the San Juan National Historical Site from storm conditions that would generate depth-limited breaking waves at still-water levels (swl's) of 0.0 and +1.9 ft msl. (b) With the protective structures in place, determine the runup produced on the north and west slopes when exposed to a range of wave heights with wave periods from 7 to 17 sec at swl's of 0.0 and/or +1.9. (c) Both with and without the offshore breakwater and north revetment in place, expose the construction trestle to a range of wave periods and wave heights at swl's of 0.0 and +1.9 to observe the impact of the combined incident and reflected waves on the trestle and support pilings. Test results indicated that a two-layer system of 28-ton armor stone, placed on a 1V-on-2H slope using random replacement, would be an adequate design for the offshore breakwater
Flood emergency evacuation, plan of study, Lee County, Florida ( Book )
3 editions published in 1978 in English and held by 65 libraries worldwide
Flood hazard information : St. Thomas, U.S. Virgin Islands, Demarara (Frenchtown) ( Book )
3 editions published in 1977 in English and held by 65 libraries worldwide
Mayport-Mill Cove model study. hydraulic model investigation by Noble J Brogdon( Book )
3 editions published in 1979 in English and held by 59 libraries worldwide
Approximate upper limit of irregular wave runup on riprap by John P Ahrens( Book )
2 editions published in 1988 in English and held by 52 libraries worldwide
This report describes methods to calculate the approximate upper limit of runup on riprap revetments caused by irregular wave action. A formula to predict the maximum runup is developed from one laboratory study and compared to data from a second study. The formula is found to fit the data of both studies quite well. A slightly improved version of the formula is then developed by combining the data from both studies. The improved formula has little or no systematic error associated with structure slope, water depth, or wave conditions and is easy to use. Errors between predicted and observed elevations of the maximum runup had a root mean square value of approximately 12 percent. Keywords: Irregular waves; Prediction method; Revetments; Riprap; Runup
Stability of articulated concrete mattresses for Herbert Hoover dike improvements, Lake Okeechobee, Florida : coastal model investigation by Robert D Carver( Book )
3 editions published in 1989 in English and held by 46 libraries worldwide
Proposed cross-Florida barge canal : water-quality aspects by A. G Lamonds( Book )
2 editions published in 1976 in English and held by 42 libraries worldwide
Environmental impact statement for combined licenses (COLs) for Levy Nuclear Plant units 1 and 2, final report ( Book )
2 editions published in 2012 in English and held by 6 libraries worldwide
River of interests : water management in south Florida and the Everglades, 1948-2010 by Matthew C Godfrey( file )
1 edition published in 2011 in English and held by 0 libraries worldwide
In 1948 Congress answered the outcry of Florida residents for both flood protection and a more reliable drinking water supply by authorizing the Central and Southern Flood Control Project, otherwise known as the C&SF Project. Shortly thereafter, the U.S. Army Corps of Engineers began construction on one of the nation's largest infrastructure projects. While the project served its intended purposes far better than ever anticipated, it also caused extensive damage to the naturally occurring ecosystems of south Florida, including the Everglades ecosystem located within and beyond Everglades National Park. Here is a history of the construction of the C&SF Project and the project's unintended impacts on the environment, and the evolution of the Comprehensive Everglades Restoration Plan (CERP)
 
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Alternative Names
United States. Army. Corps of Engineers. Army Engineer District, Jacksonville
United States. Army Engineer District, Jacksonville
Languages
English (81)
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