135 resultados para Dredging
Resumo:
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.
Resumo:
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.
Resumo:
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.
Resumo:
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.
Resumo:
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.
Resumo:
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.
Resumo:
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.
Resumo:
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.
Resumo:
Este estudo apresenta ao Departamento de Engenharia de Minas e Petróleo (PMI) da Escola Politécnica da USP, e também a toda a sociedade, a importância que os oceanos têm com relação às suas riquezas minerais. Pretende ainda mostrar a grande responsabilidade que um empreendimento mineiro no fundo do mar precisa ter, com relação aos impactos ambientais, sendo possível minerar em regiões profundas no oceano promovendo a sustentabilidade. A ideia da mineração oceânica/submarina está ainda sendo amadurecida, este é o momento adequado para se propor metodologias de trabalho submarino sustentáveis; mitigar seus impactos. Este trabalho abrange o tema de maneira ampla, abordando o aspecto histórico, legal, ambiental, bem como questões técnicas de engenharia de minas, como sondagem submarina, caracterização tecnológica, lavra submarina, beneficiamento de minério oceânico e descarte de rejeitos. O trabalho apresenta os passos e resultados de um caso real de exploração oceânica. Trata-se de um estudo para viabilizar economicamente a extração e o beneficiamento de areia marinha, para fins industriais, proveniente da Baía de Guanabara (RJ). O trabalho apresenta desde o planejamento da amostragem no fundo do mar, execução destes trabalhos, caracterização tecnológica, simulação de processo e estudos específicos do uso industrial da areia após beneficiamento. Apresenta ainda uma proposta de rota de processo para a areia marinha e questões ligadas à lavra e ao descarte de rejeitos.
Resumo:
This raster layer represents surface elevation and bathymetry data for the Boston Region, Massachusetts. It was created by merging portions of MassGIS Digital Elevation Model 1:5,000 (2005) data with NOAA Estuarine Bathymetric Digital Elevation Models (30 m.) (1998). DEM data was derived from the digital terrain models that were produced as part of the MassGIS 1:5,000 Black and White Digital Orthophoto imagery project. Cellsize is 5 meters by 5 meters. Each cell has a floating point value, in meters, which represents its elevation above or below sea level.
Resumo:
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.
Resumo:
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.
Resumo:
The mineralogical compositions of 119 samples collected from throughout the San Francisco Bay coastal system, including bayfloor and seafloor, area beaches, cliff outcrops, and major drainages, were determined using X-ray diffraction (XRD). Comparison of the mineral concentrations and application of statistical cluster analysis of XRD spectra allowed for the determination of provenances and transport pathways. The use of XRD mineral identifications provides semi-quantitative compositions needed for comparisons of beach and offshore sands with potential cliff and river sources, but the innovative cluster analysis of XRD diffraction spectra provides a unique visualization of how groups of samples within the San Francisco Bay coastal system are related so that sand-sized sediment transport pathways can be inferred. The main vector for sediment transport as defined by the XRD analysis is from San Francisco Bay to the outer coast, where the sand then accumulates on the ebb tidal delta and also moves alongshore. This mineralogical link defines a critical pathway because large volumes of sediment have been removed from the Bay over the last century via channel dredging, aggregate mining, and borrow pit mining, with comparable volumes of erosion from the ebb tidal delta over the same period, in addition to high rates of shoreline retreat along the adjacent, open-coast beaches. Therefore, while previously only a temporal relationship was established, the transport pathway defined by mineralogical and geochemical tracers support the link between anthropogenic activities in the Bay and widespread erosion outside the Bay. The XRD results also establish the regional and local importance of sediment derived from cliff erosion, as well as both proximal and distal fluvial sources. This research is an important contribution to a broader provenance study aimed at identifying the driving forces for widespread geomorphic change in a heavily urbanized coastal-estuarine system.
Resumo:
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.