Metodología para la gestión integral de las presas de laminación de avenidas y su aplicación a la cuenca hidrográfica del Segura

En el levante español se producen periódicamente intensos aguaceros (gota fría), que generan grandes riadas, desbordándose los cauces y asolando los campos y las ciudades, ocasionando graves daños en la economía local y con frecuencia, por desgracia, víctimas personales. La Confederación Hidrográfica del Segura ha puesto en marcha un vasto sistema de protección, conocido como Plan de Defensa contra Avenidas, del que ya se encuentran en explotación un conjunto de presas cuyo objetivo prioritario es la laminación de las avenidas. Las presas de laminación ubicadas en esta área mediterránea son estructuras muy singulares, al estar ubicadas en cuencas extremadamente secas, con alta pendiente, rápida respuesta, picos altos de caudal, y gran poder erosivo del flujo. Las aguas arrastran en suspensión un alto porcentaje de aporte sólido y flotantes, que quedan retenidos en el embalse, aterrándolo e inutilizando los desagües. En esta tesis doctoral se analizan los criterios de actuación para la gestión de estas presas de laminación, con objeto de que se puedan introducir en las Normas de Explotación innovaciones destinadas a mejorar la eficiencia del conjunto, de manera que se consiga la máxima protección posible y al mismo tiempo se puedan aprovechar las aguas, sin menoscabo de su objetivo prioritario, para otros fines complementarios. Como consecuencia del trabajo realizado se indica la conveniencia de establecer un conjunto de normas de actuación comunes a todas las presas del sistema, como es la estrategia de recibir siempre a los hidrogramas de la riada con las compuertas de los desagües de fondo cerrados, o la conveniencia de que en todas las presas se dispongan compuertas en estos órganos. También se dictan recomendaciones en la gestión del vaciado, para conseguir el máximo aprovechamiento del agua, introduciendo el concepto innovador de los trasvases virtuales. Asimismo, se analiza la conveniencia de fijar normas diferenciales específicas atendiendo a las peculiaridades de cada presa, en cuanto se refiere al nivel máximo de explotación, al cumplimiento de los condicionantes ambientales, al mantenimiento de la calidad del agua, y a otros aspectos singulares que caracterizan a cada uno de estos embalses. The Spanish Mediterranean region hydrology is characterised by low rainfall, but concentrated in extreme convective events. Those heavy rains and storms lead to large, flash-floods which cause devastation of fields, villages and, unfortunately, loss of lives. Segura River Basin Authority has developed an ambitious plan for flood protection and control that is constituted by a system of flood protection dams, river channelling, river diversions diversions and levees. Flood protection dams placed on this area, are distinct structures, as they are located on extremely dry basins, with high slopes and limited vegetal covering. These facts, along with the very high rainfall intensity, are determinants of a rapid response and a very erosive flow. The flow transports a large rate of solids in suspension, and also debris, which many times block and clog the outlets intakes, disabling them. In such a case, the dam would be inoperative, in an emergency state and remedial measures should be taken. This PhD thesis analyses the flood protection dams operation criteria, for providing managers a methodology to analyse each individual case and also the flood protection system as a whole. Additionally practical rules and recommendations, to cope with the objectives of dam safety, flood protection and water resources use, are given. The rules consider the specific differences and risks that may be faced by the dams. To that end, they were grouped, depending on their characteristics: allowance for permanent water storage, environmental restrictions, water quality, geotechnical problems, type of structure, etc. As a result of this research, it is recommended to design these dams with valves for regulating the bottom outlets. The availability of valves is linked with the routing strategy of receiving flood with the outlets closed. This has been shown as the best measure to prevent clogging and opens the possibility of storing temporarily the water, making then a scheduled emptying of the reservoir, which could be computed as a virtual transfer to the regulating dams. Emptying should be done in accordance with the situation of the other dams of the system and of the rivers downstream. This detention time would make possible also the beginning of the sedimentation process which is necessary for using the water with the modern irrigation systems that are in use in this area.

New Orleans, Louisiana, 1884 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Map of the city of New Orleans showing location of exposition grounds and all approaches thereto by land & water, [by] the World's Industrial and Cotton Centennial Exposition, New Orleans, La., U.S.A., Department of Installation. It was published by The Exposition ca. 1884. Scale [ca. 1:2,000]. Covers also adjacent portions of Jefferson and St. Bernard Parishes. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Louisiana State Plane Coordinate System, South NAD83 (in Feet) (Fipszone 1702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This map shows features such as exposition grounds, railroads, roads, canals, levees, drainage, block numbers, land ownership in outlying areas, selected public and industrial buildings, cemeteries, Parish boundaries, ferry routes, and more. Depths shown by soundings. Includes inset views, plans, and engravings: Perspective view of the buildings and grounds from the Northeast -- Mexican national headquarters -- Grand Rapids (Mich.) furniture pavilion -- [South pass] -- View of New Orleans in 1719 -- Railroad map of Louisiana and Texas -- Plan of New Orleans in 1770 by Capt.n Pittman of the British Army -- Ground plan -- United States and state exhibits -- Art gallery -- Main building -- Factories and Mills -- Horticultural hall. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

New Orleans, Louisiana, 1906 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: The Picayune's map of New Orleans, Alf. F. Théard, del. It was published by The [Daily] Picayune in 1906. Scale not given. Covers also adjacent portions of Jefferson and St. Bernard Parishes. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Louisiana State Plane Coordinate System, South NAD83 (in Feet) (Fipszone 1702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This map shows features such as roads, railroads, canals, levees, drainage, selected public and industrial buildings, cemeteries, Parish boundaries, ferry routes, and more. Includes legend to points of interest. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

New Orleans, Louisiana, 1849 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Plan of New Orleans, drawn and eng.d by W. Williams. It was published by W. Williams in 1849. Scale [ca. 1:31,680]. Covers also an adjacent portion of Jefferson Parish. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Louisiana State Plane Coordinate System, South NAD83 (in Feet) (Fipszone 1702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This map shows features such as roads, railroads, canals, levees, drainage, selected public and industrial buildings, cemeteries, city municipality and Parish boundaries, and more. Includes a list of references. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

New Orleans, Louisiana and vicinity, 1956 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: New Orleans and vicinity, Louisiana. It was published by the Geological Survey in 1956. Scale 1:24,000. Covers also adjacent portions of Jefferson, St. Bernard, and Plaquemines Parishes. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Louisiana State Plane Coordinate System, South NAD27 (in Feet) (Fipszone 1702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This is a topographic map showing features such as roads, railroads, canals, levees, drainage, selected public and industrial buildings, cemeteries, Parish boundaries, ferry routes, and more. Relief shown by contours and spot heights. Depths shown by soundings. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

New Orleans, Louisiana and vicinity, 1931 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Map of greater New Orleans, Louisiana. It was published by the New Orleans Association of Commerce in 1931. Scale [ca. 1:32,000]. Covers also adjacent portions of Jefferson and St. Bernard Parishes. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Louisiana State Plane Coordinate System, South NAD83 (in Feet) (Fipszone 1702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This map shows features such as roads, railroads, canals, levees, drainage, land ownership in outlying areas, cemeteries, parks, Parish boundaries, ferry routes, and more. Includes index in margins. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

New Orleans, Louisiana, Water Distribution System, 1902 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Map of the city of New Orleans : showing proposed water distribution system, [by] Sewerage and Water Board New Orleans, LA.; Geo. G. Earl, genl. sup't. It was published by the Sewerage and Water Board New Orleans in 1902. Scale [ca. 1:50,900]. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Louisiana State Plane Coordinate System, South NAD83 (in Feet) (Fipszone 1702). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, or other information associated with the principal map. This map shows water distribution features such as existing and proposed water mains (with sizes), suction pipes, and water purification station sites. Also shows other features such as roads, canals, levees, drainage, cemeteries, Parish boundaries, and more. Shaded to show built-up and unbuilt areas for construction. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

(Table 1) Age determination of sediment cores MD925-2002 and MD03-2690

The compilation of results obtained on three giant piston cores from the Whittard, Shamrock and Guilcher turbidite levees reveals a high-resolution stratigraphic record for the Bay of Biscay. Due to the abundance of reworked sediments in these sedimentary environments, a specific methodological approach, based on an X-ray-assisted subsampling phase associated with sedimentological, geochemical and micropalaeontological analyses, was implemented. With an accurate chronological framework, this multi-proxy investigation provides observations on the 'Fleuve Manche' palaeoriver and the British-Irish Ice Sheet (BIS) histories over the last 20,000 years. The results obtained highlight the direct influence of the decay of the BIS on the Bay of Biscay deep-sea clastic sedimentation during the last European deglacial phase. During this period, the annual BIS cycle of meltwater seems enough to generate seasonal turbidity currents associated with exceptional sedimentation rates in all the Celtic and Armorican turbidite systems. With very high sedimentation rates, the turbidite levees represent the main deep-sea clastic depositional area. Long coring combined with a very careful subsampling method can provide continuous high-resolution palaeoenvironmental signals.

Grain size composition of sediment cores from the Weddell Sea, Antarctica

Sedimentary processes in the southeastern Weddell Sea are influenced by glacial-interglacial ice-shelf dynamics and the cyclonic circulation of the Weddell Gyre, which affects all water masses down to the sea floor. Significantly increased sedimentation rates occur during glacial stages, when ice sheets advance to the shelf edge and trigger gravitational sediment transport to the deep sea. Downslope transport on the Crary Fan and off Dronning Maud and Coats Land is channelized into three huge channel systems, which originate on the eastern-, the central and the western Crary Fan. They gradually turn from a northerly direction eastward until they follow a course parallel to the continental slope. All channels show strongly asymmetric cross sections with well-developed levees on their northwestern sides, forming wedge-shaped sediment bodies. They level off very gently. Levees on the southeastern sides are small, if present at all. This characteristic morphology likely results from the process of combined turbidite-contourite deposition. Strong thermohaline currents of the Weddell Gyre entrain particles from turbidity-current suspensions, which flow down the channels, and carry them westward out of the channel where they settle on a surface gently dipping away from the channel. These sediments are intercalated with overbank deposits of high-energy and high-volume turbidity currents, which preferentially flood the left of the channels (looking downchannel) as a result of Coriolis force. In the distal setting of the easternmost channel-levee complex, where thermohaline currents are directed northeastward as a result of a recirculation of water masses from the Enderby Basin, the setting and the internal structures of a wedge-shaped sediment body indicate a contourite drift rather than a channel levee. Dating of the sediments reveals that the levees in their present form started to develop with a late Miocene cooling event, which caused an expansion of the East Antarctic Ice Sheet and an invigoration of thermohaline current activity.

Annual report of the State Engineer ...

Latest issue consulted: 1848.

Quality assurance representative's guide.

"July 1997"--Vol. 5.

Geomorphic changes on the Mississippi River flood plain at Miller City, Illinois, as a result of the flood of 1993 /

Mode of access: Internet.

Flood control project maintenance and repair; Inspection report.

Mode of access: Internet.

Relief Well Rehabilitation Options in Chief Joseph Dam Right Abutment Drainage Tunnel

This report summarizes the data, observations, methods, assumptions, and decisions for the design of the Relief Well Rehabilitation Project in the Right Abutment Drainage Tunnel at Chief Joseph Dam. Chief Joseph Dam (CJD) is a dam on the Columbia River and is owned and operated by the U.S. Army Corps of Engineers (USACE). It is the second only to Grand Coulee dam as the largest producer of hydropower in the United States. The right abutment drainage tunnel contains wooden stave relief wells. Water flows from these wells which reduces the hydrostatic pressure in the right abutment of the dam. The 22 wells in the floor of the tunnel are 60 years old and are in need of rehabilitation. The objective of this project is to control the groundwater gradient, prevent the movement of sediment, stop total screen collapse, and prevent initiation of backwards erosion and piping in the abutment. The rehabilitation solution is to install new stainless steel screens into the existing wells, backfill the annular space between the old wooden screen and the new stainless steel screens with a 3/8-inch pea gravel filter pack, and install a new top cap to hold the new screen in place. This report documents the data, observations, and methods used to complete the final design. During tunnel inspections USACE geologists observed dislodged end plugs and evidence of sediment movement out of the formation. The relief wells have historically high flows between 6,000 gallons per minute (gpm) to 9,000 gpm. New screens are designed based on as-built data and historic tunnel flow. The new screens are 8-in diameter, 100 slot (0.10-inch) screens. We found that screen diameter and slot size would provide adequate transmitting capacity for most of the relief wells. The filter pack gradation is based on descriptions from foundation construction reports. I found that 3/8-inch pea gravel is appropriate for the abutment material. During design, I also considered an option to install the screens into the relief wells without filter pack. I eliminated this option because it did not meet our rehabilitation objective to prevent total failure of the wooden screens.

Paleoenvironmental reconstruction of Florida Bay, South Florida, using benthic foraminifera

Efforts that are underway to rehabilitate the Florida Bay ecosystem to a more natural state are best guided by a comprehensive understanding of the natural versus human-induced variability that has existed within the ecosystem. Benthic foraminifera, which are well-known paleoenvironmental indicators, were identified in 203 sediment samples from six sediment cores taken from Florida Bay, and analyzed to understand the environmental variability through anthropogenically unaltered and altered periods. In this research, taxa serving as indicators of (1) seagrass abundance (which is correlated with water quality), (2) salinity, and (3) general habitat change, were studied in detail over the past 120 years, and more generally over the past ~4000 years. Historical seagrass abundance was reconstructed with the proportions of species that prefer living attached to seagrass blades over other substrates. Historical salinity trends were determined by analyzing brackish versus marine faunas, which were defined based on species’ salinity preferences. Statistical methods including cluster analysis, discriminant analysis, analysis of variance and Fisher’s α were used to analyze trends in the data. The changes in seagrass abundance and salinity over the last ~120 years are attributed to anthropogenic activities such as construction of the Flagler Railroad from the mainland to the Florida Keys, the Tamiami Trail that stretches from the east to west coast, and canals and levees in south Florida, as well as natural events such as droughts and increased rainfall from hurricanes. Longer term changes (over ~4000 years) in seagrass abundance and salinity are mostly related to sea level changes. Since seawater entered the Florida Bay area around ~4000 years ago, only one probable sea level drop occurring around ~3000 years was identified.