Bryoliths constructed by bryozoans in symbiotic associations with hermit crabs, Golfe d'Arguin, Mauritania

The Golfe d'Arguin offshore of northern Mauritania hosts a rare modern analogue for heterozoan carbonate production in a tropical marine setting. Dominated by ocean upwelling and with additional fertilisation by iron-rich aeolian dust, this naturally eutrophic marine environment lacks typical photozoan communities. A highly productive, tropical cosmopolitan biota dominated by molluscs and suspension-feeders such as bryozoans and balanids characterises the carbonate-rich surface sediments. Overall biodiversity is relatively low and the species present are tolerant against the eutrophic and low-light conditions, the strong hydrodynamic regime governed by ocean upwelling, and the unstable, soft-bottom seafloor with few hard substrata. Here, we describe an ectosymbiosis between the hermit crab Pseudopagurus granulimanus (Miers, 1881) and monospecific assemblages of the encrusting cheilostome bryozoan Acanthodesia commensale (Kirkpatrick and Metzelaar, 1922) that cohabits vacant gastropod shells. Nucleating on an empty gastropod shell, the bryozoan colonies form multilamellar skeletal crusts that produce spherical encrustations and extend the living chamber of the hermit crab through helicospiral tubular growth. This non-obligate mutualistic symbiosis illustrates the adaptive capabilities and benefits from a close partnership in a complex marine environment, driven by trophic conditions, high water energies and instable substratum. Sectioned bryoliths show that between 49 and 97 % of the solid volume of the specimens consists of bryozoan skeleton.

Geochemistry of ferromanganese deposits from the Wombat Plateau

Ferromanganese crusts, nodules, and ferromanganese-rich sediments were recovered on the Wombat Plateau, northwest Australian continental margin, by dredging during Bureau of Mineral Resources cruise 56 of Rig Seismic and by drilling during ODP Leg 122 of JOWES Resolution. We report here the chemistry and mineralogy of the ferromanganese crusts, nodules, and associated ferromanganese-rich sediments. The ferromanganese deposits from the ODP sites are up to 40 cm thick and probably formed in Late Cretaceous to Eocene times. Those from outcrops usually formed in several phases, and their age is unconstrained except that the substrates are Mesozoic. The samples were recovered from present-day water depths of 2000-4600 m, on the Wombat Plateau adjacent to the Argo Abyssal Plain. Both the nodules and crusts are primarily vernadite (delta-MnO2) and are chemically and mineralogically similar, and not dissimilar from ferromanganese deposits found elsewhere on Australian and other marginal plateaus. They are markedly different from most deep-sea deposits. The only crystalline iron phase identified within the ferromanganese deposits is goethite. Concentrations of metals of potential economic interest are generally low compared to those from vernadite-rich seamount crusts and nodules and from abyssal nodules from areas of high resource potential in the Pacific Ocean. Maximum metal values reach 0.55% Co, 0.58% Ni, and 0.20% Cu in deposits containing 4.8% to 30.9% Fe and 4.4% to 21.1% Mn.

Volcanic rocks from the submarine Vityaz Ridge: their age, chemical and isotopic compositions

Results of geological studies at the submarine Vityaz Ridge carried out during cruises 37 and 41 of R/V Akademik Lavrent'ev in 2005 and 2006 are reported. The studied area is located at an near-island trench of the slope in the central part of the Kuril Island arc. Morphologically it consists of two parts: an inner volcanic arc represented by the Great Kuril Range and an outer arc corresponding to the submarine Vityaz Ridge. Diverse rocks composing the basement and the sedimentary cover of the ridge were recovered by dredging. Based on K-Ar dating and geochemistry, volcanics were divided into Paleocene, Eocene, late Oligocene, and Pliocene-Pleistocene complexes. Each of the complexes reflects a tectonomagmatic stage in the ridge evolution. Geochemical and isotope data on the volcanics indicate contribution of ancient crustal material in the magma source and, correspondingly, formation of this structure on the continental basement. Two-stage model ages (TDM2) vary in a wide range from zero values in mafic rocks to 0.77 Ga in felsic varieties, pointing to presence of Precambrian protolith in the source of the felsic rocks of the Vityaz Ridge. The Pliocene-Pleistocene volcanics are classed with tholeiitic, calc-alkaline, and subalkaline series, which differ in alkali contents and REE fractionation. Values of (La/Sm)_n and (La/Yb)_n ratios vary from 0.74 and 0.84 in the tholeiitic varieties to 1.19 and 1.44 in the calc-alkaline and 2.32 and 3.73 in the subalkaline rocks. All three varieties occur within the same volcanic edifices and formed during differentiation of magmatic melts that were channeled along fault zones from the mantle source slightly enriched in crustal component.

Petrography and geochemical composition of the Atlantis II Fracture Zone

SeaBeam echo sounding, seismic reflection, magnetics, and gravity profiles were run along closely spaced tracks (5 km) parallel to the Atlantis II Fracture Zone on the Southwest Indian Ridge, giving 80% bathymetric coverage of a 30- * 170-nmi strip centered over the fracture zone. The southern and northern rift valleys of the ridge were clearly defined and offset north-south by 199 km. The rift valleys are typical of those found elsewhere on the Southwest Indian Ridge, with relief of more than 2200 m and widths from 22 to 38 km. The ridge-transform intersections are marked by deep nodal basins lying on the transform side of the neovolcanic zone that defines the present-day spreading axis. The walls of the transform generally are steep (25°-40°), although locally, they can be more subdued. The deepest point in the transform is 6480 m in the southern nodal basin, and the shallowest is an uplifted wave-cut terrace that exposes plutonic rocks from the deepest layer of the ocean crust at 700 m. The transform valley is bisected by a 1.5-km-high median tectonic ridge that extends from the northern ridge-transform intersection to the midpoint of the active transform. The seismic survey showed that the floor of the transform contains up to 0.5 km of sediment. Piston-coring at two locations on the transform floor recovered more than 1 m of sand and gravel, which appears to be turbidites shed from the walls of the fracture zone. Extensive dredging showed that more than two-thirds of the crust exposed in the transform valley and its walls were plutonic rocks, principally gabbros and residual mantle peridotites. In contrast, based on dredging and seafloor morphology, only relatively undisrupted pillow basalt flows have been exposed on crust of the same age spreading away from the transform. Magnetic anomalies are well defined out to 11 m.y. over the flanking transverse ridges and transform valley, even where layer 2 appears to be absent. The total opening rate is 1.6 cm/yr, but the arrangement of the anomalies indicates that the spreading for each ridge is asymmetric, with the ridge flanks facing the transform spreading at a rate of 1.0 cm/yr. Such an asymmetric spreading pattern requires that both the northern and southern ridges migrate away from each other at 0.2 cm/yr, thus lengthening the transform at 0.4 cm/yr for the last 11 m.y. To the north, the fracture zone valley is oriented differently from the present-day transform, indicating a paleospreading direction change at 17 m.y. from N10°E to due north-south. This change placed the transform into extension for the 11-m.y. period required for simple orthogonal ridge-transform geometry to be reestablished and produced a large transtensional basin within the transform valley. This basin was split by continued transform slip after 11 m.y., with the larger half moving to the north with the African Plate.

(page 43), Geochemical composition of a phosphatic manganese nodule from Blake Plateau

Mr. John Murray, to whom the specimens of bottom deposits collected by the "Blake" were sent for examination, looked over the whole and selected some typical specimens. These have been described in detail, and he has added some general notes on the specimens characteristic, 1. of the Coast between the Gulf of Maine and Cape Hatteras; 2. of thee coast between Cape Hatteras and Lat. 31? 48' N.; 3. of the coasts around the greater and lesser Antilles ; and, finally, of the Gulf of Mexico and Straits of Florida.

Description of manganese deposits collected by R/V "Jean Charcot" during its EQUAMARGE II expedition in the Equatorial Atlantic

During the Equamarge II cruise (February 4 to March 21, 1988), on board the R. V. "Jean Charcot", 12.500 kms of continuous geophysical profiling have been recorded along three sectors of the Equatorial Atlantic. Two segments ofthe West African transform margin have been intensively surveyed off Guinea and off Ivory Coast and Ghana. The active Romanche fracture zone has been surveyed in details on a distance of about 100 kms. These data (multibeam bathymetry, continuous seismic profiling, magnetism and gravity) have been supplemented by 16 geological stations (dredging and coring). This report gives a synthetic review of the onboard analysis and allows to better understand the geological structures of the three surveyed areas.

(Table 6) Sulfate ion concentration and alkalinity in interstitial waters from bottom sediments of Core DM9-666, Gulf of California

New data on phosphorites collected by dredging and trawling at depths from 2700 to 520 m in the open Atlantic Ocean (i.e. outside of the shelf and the continental slope) are reported. Aphanitic, granular, brecciated, and conglomerate-like types are distinguished among the phosphorites. A comparison of the studied phosphorites with ones from the Atlantic shelf of Africa and from seamounts of other oceans is made.

Occurrence (presence-only) of living Lophelia pertusa reefs in the Irish continental margin

The present data set was used as a training set for a Habitat Suitability Model. It contains occurrence (presence-only) of living Lophelia pertusa reefs in the Irish continental margin, which were assembled from databases, cruise reports and publications. A total of 4423 records were inspected and quality assessed to ensure that they (1) represented confirmed living L. pertusa reefs (so excluding 2900 records of dead and isolated coral colony records); (2) were derived from sampling equipment that allows for accurate (<200 m) geo-referencing (so excluding 620 records derived mainly from trawling and dredging activities); and (3) were not duplicated. A total of 245 occurrences were retained for the analysis. Coral observations are highly clustered in regions targeted by research expeditions, which might lead to falsely inflated model evaluation measures (Veloz, 2009). Therefore, we coarsened the distribution data by deleting all but one record within grid cells of 0.02° resolution (Davies & Guinotte 2011). The remaining 53 points were subject to a spatial cross-validation process: a random presence point was chosen, grouped with its 12 closest neighbour presence points based on Euclidean distance and withheld from model training. This process was repeated for all records, resulting in 53 replicates of spatially non-overlapping sets of test (n=13) and training (n=40) data. The final 53 occurrence records were used for model training.

(Table 4) Radiocarbon age of carbonate nodules from the Gulf of California at Station DM9-666

New data on phosphorites collected by dredging and trawling at depths from 2700 to 520 m in the open Atlantic Ocean (i.e. outside of the shelf and the continental slope) are reported. Aphanitic, granular, brecciated, and conglomerate-like types are distinguished among the phosphorites. A comparison of the studied phosphorites with ones from the Atlantic shelf of Africa and from seamounts of other oceans is made.

(Table 5) Calcium carbonate, organic carbon, and hydrogen sulfide contents in bottom sediments of Core DM9-666, Gulf of California

New data on phosphorites collected by dredging and trawling at depths from 2700 to 520 m in the open Atlantic Ocean (i.e. outside of the shelf and the continental slope) are reported. Aphanitic, granular, brecciated, and conglomerate-like types are distinguished among the phosphorites. A comparison of the studied phosphorites with ones from the Atlantic shelf of Africa and from seamounts of other oceans is made.

Estudio en modelo físico a escala reducida de la viabilidad del empleo de buques fondeados como diques flotantes para abrigo portuario y defensa de costas

Los diques flotantes son estructuras que atenúan la energía del oleaje fundamentalmente por reflexión y turbulencia. Aunque presentan importantes ventajas en términos constructivos y medioambientales, su efectividad es limitada y en la práctica sólo se emplean en condiciones climáticas propias de zonas con oleajes poco energéticos. Por otro lado, el buque es la estructura flotante por excelencia y su empleo para el abrigo portuario y costero en determinadas situaciones puede aportar las ventajas propias de los diques flotantes, al tiempo que ampliar el rango de oleajes frente a los que estas estructuras son efectivas. El propósito de esta Tesis Doctoral es evaluar la viabilidad del empleo de buques fondeados como diques flotantes para el abrigo portuario y costero. Para ello, se han realizado ensayos en modelo físico a escala reducida en un canal de oleaje del Centro de Estudios de Puertos y Costas (CEPYC), con el objeto de determinar los coeficientes de transmisión (Ct), reflexión (Cr) y disipación (Cd) de barcos de diversas tipologías y dimensiones, sometidos a diferentes oleajes en distintas situaciones de carga, fondeo y profundidad del emplazamiento. La efectividad de los buques empleados en los ensayos se ha determinado mediante el análisis de dichos coeficientes y su variación con la altura de ola y el periodo de los oleajes incidentes. Además, se han registrado las fuerzas existentes en las cadenas de fondeo con objeto de comprobar la viabilidad del mismo y facilitar una estimación del diámetro de las cadenas que serían necesarias en cada situación. Posteriormente, se han aplicado los resultados obtenidos en los ensayos en modelo físico reducido a dos situaciones de abrigo portuario y costero. La primera aplicación consiste en el empleo de buques como defensa temporal en fases constructivas por medios marítimos, partiendo de la hipótesis de que, actuando como diques flotantes, puede proteger la zona de la obra y ampliar las ventanas temporales de periodos de actividad en obra marítima. Las actividades que se han analizado son las de dragado de fondos, vertidos de material granular y transporte y fondeo de cajones flotantes para diques y muelles. La segunda aplicación estudiada es el empleo de buques para la protección costera y la formación de salientes y tómbolos. Los coeficientes de transmisión obtenidos se han introducido en formulaciones analíticas que permiten prever la evolución de la costa frente a la protección procurada por el buque actuando como dique flotante exento. Finalmente se han redactado las conclusiones de la investigación y se han propuesto nuevas líneas de investigación relacionadas con esta Tesis Doctoral. Floating breakwaters are structures which attenuate wave energy mainly by reflection and turbulence. They display advantages in terms of construction and ecology, amongst others. However, their use is restricted in practice to certain areas with good climatic conditions and low energy waves. Moreover, ships are the most common floating structures and their use for port and coastal shelter in certain situations could widen the range of applicability in addition to the rest of advantages of floating breakwaters. The purpose of this research is to assess the feasibility of ships anchored as floating breakwaters for port and coastal protection. To that end, tests in a scaled down physical model have been conducted in a wave flume in the Centre of Port and Coastal Studies (CEPYC), in order to determine the transmission (Ct), reflection (Cr) and dissipation (Cd) coefficients of ships of diverse types and dimensions, under different wave, load, anchoring and depth conditions. The effectiveness of the several ships used in the tests has been determined by analyzing these coefficients and their variation with the wave height and period of the incident waves. In addition, the existing forces in the anchor chains have been registered to verify the feasibility of the anchoring systems, as well as to provide an estimation of the diameter of the chains that would be needed in each situation. Subsequently, the results of the tests have been applied to two situations of port and coastal protection. The first one is the use of ships as a temporary defense for maritime works with construction phases by maritime means, on the assumption that, acting as floating breakwaters, they can protect the work area and increase the time windows of periods of activity in maritime works. Dredging, dumping of granular material and transport and positioning of big concrete caissons for docks and breakwaters were the activities analyzed. The second situation is the use of ships for coastal protection and forming salients of sand or tombolos. Some analytical formulations which take into account the transmission coefficients from the tests have been used to predict the evolution of the coastline under the protection given by the ships acting as detached floating breakwaters. Finally, the conclusions of the research have been addressed and the proposal of new lines of work related to the topic has been made.

Los paisajes del desecho: reactivación de los lugares del deterioro

Actualmente en nuestro planeta producimos 1.300 millones de toneladas de residuos urbanos al año. Si los extendemos sobre la superficie de un cuadrado de lado 100 m (una hectárea) alcanzarían una altura de 146 km. ¿Cuál es el origen de nuestros residuos? ¿A dónde va esta basura? ¿Cómo nos afecta? ¿Tiene alguna utilidad? Se trata de un problema antiguo que, en los últimos tiempos, ha adquirido una nueva dimensión por el tipo y la cantidad de residuos generados. Las primeras preocupaciones de la ciudad por ordenar estos problemas dieron lugar al establecimiento de espacios o lugares específicos para la acumulación de los residuos urbanos: los vertederos. Los desechos hoy se generan más rápidamente que los medios disponibles para reciclarlos o tratarlos. Los vertederos de residuos urbanos son y seguirán siendo, a corto y medio plazo, soluciones válidas por ser un método de gestión relativamente barato, sobre todo en los países en vías de desarrollo. Como consecuencia y necesidad de lo anterior, se plantea demostrar que la recuperación y la transformación de estos vertederos de residuos urbanos (lugares del deterioro), una vez abandonados, es posible y que además pueden dar lugar a nuevos espacios públicos estratégicos de la ciudad contemporánea. Son espacios de oportunidad, vacíos monumentales producto de una reactivación arquitectónica y paisajística realizada a partir de complejos procesos de ingeniería medioambiental. Pero las soluciones aplicadas a los vertederos de residuos urbanos desde mediados del siglo XX se han realizado exclusivamente desde la ingeniería para tratar de resolver cuestiones técnicas, un modelo agotado que ya no puede gestionar la magnitud que este problema ha alcanzado, haciéndose necesaria e inevitable la participación de la arquitectura para abrir nuevas líneas de investigación y de acción. En estos primeros compases del siglo XXI existe una “nueva” preocupación, un “nuevo” interés en los paradigmas de lo ecológico y de la sostenibilidad, también un interés filosófico (que igualmente otorga un nuevo valor al residuo como recurso), que dirigen su mirada hacia un concepto de paisaje abierto y diferente a modelos anteriores más estáticos, recuperando como punto de partida el ideal pintoresco. El landscape urbanism se consolida como una disciplina capaz de dar respuesta a lo natural y artificial simultáneamente, que sustituye a las herramientas tradicionales de la arquitectura para solucionar los problemas de la ciudad contemporánea, incorporando las infraestructuras de gran escala, como un vertedero de residuos urbanos, y los paisajes públicos que generan como el verdadero mecanismo de organización del urbanismo de hoy. No se trata solo de un modelo formal sino, lo que es más importante: de un modelo de procesos. Esta nueva preocupación permite abordar la cuestión del paisaje de manera amplia, sin restricciones, con un alto grado de flexibilidad en las nuevas propuestas que surgen como consecuencia de estos conceptos, si bien los esfuerzos, hasta la fecha, parecen haberse dirigido más hacia el fenómeno de lo estético, quedando todavía por explorar las consecuencias políticas, sociales, económicas y energéticas derivadas de los residuos. También las arquitectónicas. El proyecto del landscape urbanism se ocupa de la superficie horizontal, del plano del suelo. Desde siempre, la preparación de este plano para desarrollar cualquier actividad humana ha sido un gesto fundacional, un gesto propio necesario de toda arquitectura, que además ahora debe considerarlo como un medio o soporte biológicamente activo. En términos contemporáneos, el interés disciplinar radica en la continuidad y en la accesibilidad del suelo, diluyendo los límites; en que funcione a largo plazo, que se anticipe al cambio, a través de la flexibilidad y de la capacidad de negociación, y que sea público. La recuperación de un vertedero de residuos urbanos ofrece todas estas condiciones. Un breve recorrido por la historia revela los primeros ejemplos aislados de recuperación de estos lugares del deterioro, que han pasado por distintas fases en función de la cantidad y el tipo de los desechos producidos, evolucionando gracias a la tecnología y a una nueva mirada sobre el paisaje, hasta desarrollar una verdadera conciencia de lo ecológico (nacimiento de una ideología). El Monte Testaccio en Roma (siglos I-III d.C.) constituye un caso paradigmático y ejemplar de vertedero planificado a priori no solo como lugar en el que depositar los residuos, sino como lugar que será recuperado posteriormente y devuelto a la ciudad en forma de espacio público. Una topografía de desechos generada por acumulación, organizada y planificada durante tres siglos, que nos hace reflexionar sobre los temas de producción, consumo y proyecto arquitectónico. El Monte Testaccio revela una fuente de inspiración, un arquetipo de gestión sostenible de los recursos y del territorio. A través de la experiencia en la recuperación y transformación en espacios públicos de casos contemporáneos, como el antiguo vertedero de Valdemingómez en Madrid o el de El Garraf en Barcelona, se han analizado las técnicas y las soluciones empleadas para establecer nuevas herramientas de proyecto planteadas en clave de futuro, que revelan la importancia de los procesos frente a la forma, en los cuales intervienen muchos factores (tanto naturales como artificiales), entre ellos la vida y el tiempo de la materia viva acumulada. Son lugares para nuevas oportunidades y ejemplos de una nueva relación con la naturaleza. La reactivación de los vertederos de residuos, a través del proyecto, nos propone una nueva topografía construida en el tiempo, el suelo como soporte, como punto de encuentro de la naturaleza y los sistemas tecnológicos de la ciudad que posibilitan nuevos modos de vida y nuevas actividades. Los vertederos de residuos son inmensas topografías naturales surgidas de procesos artificiales, atalayas desde las que divisar un nuevo horizonte, un nuevo mundo, un nuevo futuro donde sea posible lograr la reversibilidad de nuestros actos del deterioro. Pero la voluntad de estas recuperaciones y transformaciones no consiste exclusivamente en su reintegración al paisaje, sino que han servido como muestra de las nuevas actitudes que la sociedad ha de emprender en relación a los temas medio ambientales. ABSTRACT Here on our planet we currently produce 1.3 billion tonnes of urban waste per year. If we were to spread this over a surface of 100m2 (one hectare), it would reach a height of 146km. What is the origin of this waste? Where does our refuse go? How does it affect us? Does it have any uses? We are dealing with an old problem which, in recent times, has taken on a new dimension due to the type of waste and the amount generated. Cities’ first concerns in resolving these problems gave rise to the establishment of areas or specific places for the accumulation of urban waste: landfills. These days, waste is generated more quickly than the available resources can recycle or process it. Urban waste landfills are and will continue to be, in the short and mid-term, valid solutions, given that they constitute a relatively cheap method for waste management, especially in developing countries. Consequently and necessarily, we plan to demonstrate that it is possible to recover and transform these urban waste landfills (areas of deterioration) once they have been abandoned and that they can give rise to new strategic public areas in contemporary cities. They are areas of opportunity, monumental vacancies produced by an architectural reactivation of the landscape, which is achieved using complex processes of environmental engineering. But the solutions applied to urban waste landfills throughout the 20th century have used engineering exclusively in the attempt to resolve the technical aspects. This is a worn-out model which can no longer handle the magnitude which the problem has attained and therefore, there is an inevitable need for the participation of architecture, which can open new lines of research and action. In these first steps into the 21st century, there is a “new” concern, a “new” interest in the paradigms of environmentalism and sustainability. There is also a philosophical interest (which assigns the new value of ‘resource’ to waste) and all is aimed towards the concept of an open landscape, unlike the previous, more static models, and the intention is to recover picturesque ideals as the starting point. Landscape urbanism has been established as a discipline capable of simultaneously responding to the natural and the artificial, replacing the traditional tools of architecture in order to resolve contemporary cities’ problems. It incorporates large scale infrastructures, such as urban waste landfills, and public landscapes which are generated as the true organisational mechanism of modern day urbanism. It is not merely a formal model, it is more important than that: it is a model of processes. This new concern allows us to address the matter of landscape in a broad way, without restrictions, and with a great degree of flexibility in the new proposals which come about as a consequence of these concepts. However, efforts to date seem to have been more directed at aesthetic aspects and we have yet to explore the political, social, economic and energetic consequences derived from waste – nor have we delved into the architectural consequences. The landscape urbanism project is involved with the horizontal surface, the ground plane. Traditionally, the preparation of this plane for the development of any human activity has been a foundational act, a necessary act of all architecture, but now this plane must be considered as a biologically active medium or support. In contemporary terms, the discipline’s interest lies in the continuity and accessibility of the land, diffusing the limits; in long term functionality; in the anticipation of change, via flexibility and the ability to negotiate; and in it being a public space. The recovery of an urban waste landfill offers all of these conditions. A brief look through history reveals the first isolated examples of recovery of these spaces of deterioration. They have gone through various phases based on the quantity and type of waste produced, they have evolved thanks to technology and a new outlook on the landscape, and a real environmental awareness has been developed (the birth of an ideology). Monte Testaccio in Rome (1st to 3rd Century AD) constitutes a paradigmatic and exemplary case of a landfill that was planned a priori not only as a place to deposit waste but also as a place that would be subsequently recovered and given back to the city in the form of a public space. This spoil mound, generated by organised and planned accumulation over three centuries, makes us reflect on the themes of production, consumption and architectural planning. Monte Testaccio reveals a source of inspiration, an archetype of the sustainable management of resources and land. Using our experience of contemporary cases of land recovery and its transformation into public spaces, such as the former Valdemingómez landfill in Madrid or the Garraf in Barcelona, we analysed the techniques and solutions used in order to establish new project tools. These are proposed with an eye on the future, seeing as they reveal the importance of the processes over the form and involve many factors (both natural and artificial), including the life and age of the accumulated living matter. They are places for new opportunities and examples of our new relationship with nature. The reactivation of landfills, via this project, is a proposal for a new topography built within time, using the ground as the support, as the meeting point between nature and the technological systems of the city which make it possible for new ways of life and new activities to come about. Landfills are immense natural topographical areas produced by artificial processes, watchtowers from which to discern a new horizon, a new world, a new future in which it will be possible to reverse our acts of deterioration. But the intention behind these recoveries and transformations does not only hope for landscape reintegration but it also hopes that they will also serve as a sign of the new attitudes that must be adopted by society with regard to environmental matters.

Correlação entre taxa de recomposição do fundo, pluviometria e maré.

Este estudo teve por objetivo analisar as possíveis correlações entre as taxas de recomposição do fundo, pluviometria e marés para a região do Terminal Marítimo de Ponta da Madeira, Maranhão, Brasil. Foram analisados os dados de levantamentos batimétricos, pluviometria e marés, realizados na região do Terminal, além de dados de chuvas e vazões líquidas e sólidas provenientes do sistema fluvial da sub-bacia do rio Mearim, ligado ao estuário em que se localiza o Terminal. O período analisado compreende os anos de 2010 a 2013. Observou-se que há boa correlação entre vazões sólidas e líquidas no sistema fluvial, sendo que há variação sazonal de vazão líquida, relacionada aos períodos chuvoso e seco, com maiores vazões no período chuvoso. Foram observadas influências desta sazonalidade nas áreas de dragagem mais a sul no Terminal, com boa correlação entre taxas de recomposição do fundo e pluviometria. Em relação às marés, as influências foram melhor observadas nas áreas mais a norte, com boa correlação entre taxas de recomposição do fundo e marés nestas áreas. Os períodos com maiores intensidades de movimentação de fundo estão, de maneira geral, relacionados ao período de intensificação das chuvas e aos solstícios e equinócios, principalmente o equinócio de primavera. O método utilizado provou ser uma boa ferramenta de auxílio à previsão de movimentação e deposição de sedimentos.