955 resultados para vertical analysis
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Calanus helgolandicus over-winters in the shallow waters (100 m) of the Celtic Sea as copepodite stages V and VI; the minimum temperature in winter is approximately 8.0°C. This over-wintering is not a true hibernation or dormacy, accompanied by a reduced metabolic state with a discontinuation of feeding and development, but more of a lowered activity, involving reduced feeding and development, with predation on available microzooplankton and detritus. Analysis of specimens from the winter population showed that copepodite stages V and VI were actively feeding and still producing and possibly liberating eggs. The absence of late nauplii and young copepodites in the water column until late March indicated that there must be a high mortality of these winter cohorts. The copepodites of the first generation appeared in April–May, the younger stages, copepodites I to III, being distributed deeper in the water column below the euphotic zone and thermocline. This distribution would contribute to amuch slower rate of development. By August the ontogenetic vertical distributions observed in the copepodites were reversed, the younger stages occuring in the warmer surface layers within the euphotic zone. Diurnal migrations were observed in the later copepodites only, the younger stages I to III either remaining deep in spring or shallow in summer. The causal mechanisms which alter the behaviour of the young copepodites remain unexplained. The development of the population of Calanus helgolandicus in 1978, reaching its peak of abundance in August, was typical for the shelf seas around U.K. as observed from Continuous Plankton Recorder data, 1958 to 1977.
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A sampling and analytical system has been developed for shipboard measurements of high-resolution vertical profiles of the marine trace gas dimethylsulfide (DMS). The system consists of a tube attached to a CTD with a peristaltic pump on deck that delivers seawater to a membrane equilibrator and atmospheric pressure chemical ionization mass spectrometer (Eq-APCIMS). This allows profiling DMS concentrations to a depth of 50 m, with a depth resolution of 1.3-2 m and a detection limit of nearly 0.1 nmol L-1. The seawater is also plumbed to allow parallel operation of additional continuous instruments, and simultaneous collection of discrete samples for complementary analyses. A valve alternates delivery of seawater from the vertical profiler and the ship�s underway intake, thereby providing high-resolution measurements in both the vertical and horizontal dimensions. Tests conducted on various cruises in the Mediterranean Sea, Atlantic, Indian, and Pacific Oceans show good agreement between the Eq-APCIMS measurements and purge and trap gas chromatography with flame photometric detection (GC-FPD) and demonstrate that the delivery of seawater from the underway pump did not significantly affect endogenous DMS concentrations. Combination of the continuous flow DMS analysis with high-frequency hydrographic, optical, biological and meteorological measurements will greatly improve the spatial/temporal resolution of seagoing measurements and improve our understanding of DMS cycling.
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The distribution of cirripede cyprids in relation to associated oceanographic conditions was obtained from a grid survey and intensive vertical sampling at a fixed station located 21 km off the northwest Portuguese coast in May 2002. Analysis of cyprid length composition allowed separation of 3 species groups. Chthamalus montagui, Pollicipes pollicipes and Balanus perforatus were largely restricted to the neuston layer and showed only low-amplitude vertical migration. Most C. stellatus cyprids only appeared in the upper 20 m at night, a migration which did not appear to be affected by physical conditions in the water column, but some differences in the vertical migration pattern between days were probably related to varying light penetration. C. montagui is the most abundant adult species found along the Portuguese coast, but C. stellatus cyprids, at densities of up to 8.7 ind. m–3, were the most common sampled in all depth strata at the fixed station. Cyprid horizontal distribution was mainly restricted to an offshore band along the inner shelf, where highest densities were 11 to 15 ind. m–3. This distribution pattern was considered to result from upwelling-favourable wind conditions, creating fronts along the shelf in which the cyprids become concentrated. Cyprid vertical migration, in association with current vertical shear and onshore movement of fronts during upwelling-relaxation periods, may be the mechanisms returning cyprids to the coast to settle. The regularity of these events in the region falls within the period of cyprid viability.
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This paper provides valuable design insights for optimizing device parameters for nanoscale planar and vertical SOI MOSFETs. The suitability of nanoscale non-planar FinFETs and classical planar single and double gate SOI MOSFETs for rf applications is examined via extensive 3D device simulations and detailed interpretation. The origin of higher parasitic capacitance in FinFETs, compared to planar MOSFETs is examined. RF figures of merit for planar and vertical MOS devices are compared, based on layout-area calculations.
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This research investigated the unconfined flow through dams. The hydraulic conductivity was modeled as spatially random field following lognormal distribution. Results showed that the seepage flow produced from the stochastic solution was smaller than its deterministic value. In addition, the free surface was observed to exit at a point lower than that obtained from the deterministic solution. When the hydraulic conductivity was strongly correlated in the horizontal direction than the vertical direction, the flow through the dam has markedly increased. It is suggested that it may not be necessary to construct a core in dams made from soils that exhibit high degree of variability.
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A new elastic–viscoplastic (EVP) soil model has been used to simulate the measured deformation response of a soft estuarine soil loaded by a stage-constructed embankment. The simulation incorporates prefabricated vertical drains installed in the foundation soils and reinforcement installed at the base of the embankment. The numerical simulations closely matched the temporal changes in surface settlement beneath the centerline and shoulder of the embankment. More importantly, the elastic–viscoplastic model simulated the pattern and magnitudes of the lateral deformations beneath the toe of the embankment — a notoriously difficult aspect of modelling the deformation response of soft soils. Simulation of the excess pore-water pressure proved more difficult because of the heterogeneous nature of the estuarine deposit. Excess pore-water pressures were, however, mapped reasonably well at three of the six monitoring locations. The simulations were achieved using a small set of material constants that can easily be obtained from standard laboratory tests. This study validates the use of the EVP model for problems involving soft soil deposits beneath loading from a geotechnical structure.
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Granular anchors are a relatively new concept in ground engineering with relatively little known regarding their load–displacement behaviour, failure modes, ultimate pullout capacity and also potential applications. A granular anchor consists of three main components: a base plate; tendon and compacted granular backfill. The tendon is used to transmit the applied load to the base plate which compresses the granular material to form the anchor. A study of the load–displacement response and ultimate pullout capacity of granular anchors constructed in intact lodgement till and made ground deposits is reported in this paper. Parallel tests were also performed on cast insitu concrete anchors which are traditionally used for anchoring purposes. A new method of analysis for the determination of the ultimate pullout capacity of granular anchors is presented and verified experimentally, with the dominant mode of failure controlled by the column length to diameter ratio. Granular anchors with L/D > 7 principally failed on bulging whereas short granular anchors failed on shaft resistance, with the latter mobilising similar pullout capacities as conventional concrete anchors.
Stochastic Analysis of Saltwater Intrusion in Heterogeneous Aquifers using Local Average Subdivision
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This study investigates the effects of ground heterogeneity, considering permeability as a random variable, on an intruding SW wedge using Monte Carlo simulations. Random permeability fields were generated, using the method of Local Average Subdivision (LAS), based on a lognormal probability density function. The LAS method allows the creation of spatially correlated random fields, generated using coefficients of variation (COV) and horizontal and vertical scales of fluctuation (SOF). The numerical modelling code SUTRA was employed to solve the coupled flow and transport problem. The well-defined 2D dispersive Henry problem was used as the test case for the method. The intruding SW wedge is defined by two key parameters, the toe penetration length (TL) and the width of mixing zone (WMZ). These parameters were compared to the results of a homogeneous case simulated using effective permeability values. The simulation results revealed: (1) an increase in COV resulted in a seaward movement of TL; (2) the WMZ extended with increasing COV; (3) a general increase in horizontal and vertical SOF produced a seaward movement of TL, with the WMZ increasing slightly; (4) as the anisotropic ratio increased the TL intruded further inland and the WMZ reduced in size. The results show that for large values of COV, effective permeability parameters are inadequate at reproducing the effects of heterogeneity on SW intrusion.
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The accurate definition of the extreme wave loads which act on offshore structures represents a significant challenge for design engineers and even with decades of empirical data to base designs upon there are still failures attributed to wave loading. The environmental conditions which cause these loads are infrequent and highly non-linear which means that they are not well understood or simple to describe. If the structure is large enough to affect the incident wave significantly further non-linear effects can influence the loading. Moreover if the structure is floating and excited by the wave field then its responses, which are also likely to be highly non-linear, must be included in the analysis. This makes the description of the loading on such a structure difficult to determine and the design codes will often suggest employing various tools including small scale experiments, numerical and analytical methods, as well as empirical data if available.
Wave Energy Converters (WECs) are a new class of offshore structure which pose new design challenges, lacking the design codes and empirical data found in other industries. These machines are located in highly exposed and energetic sites, designed to be excited by the waves and will be expected to withstand extreme conditions over their 25 year design life. One such WEC is being developed by Aquamarine Power Ltd and is called Oyster. Oyster is a buoyant flap which is hinged close to the seabed, in water depths of 10 to 15m, piercing the water surface. The flap is driven back and forth by the action of the waves and this mechanical energy is then converted to electricity.
It has been identified in previous experiments that Oyster is not only subject to wave impacts but it occasionally slams into the water surface with high angular velocity. This slamming effect has been identified as an extreme load case and work is ongoing to describe it in terms of the pressure exerted on the outer skin and the transfer of this short duration impulsive load through various parts of the structure.
This paper describes a series of 40th scale experiments undertaken to investigate the pressure on the face of the flap during the slamming event. A vertical array of pressure sensors are used to measure the pressure exerted on the flap. Characteristics of the slam pressure such as the rise time, magnitude, spatial distribution and temporal evolution are revealed. Similarities are drawn between this slamming phenomenon and the classical water entry problems, such as ship hull slamming. With this similitude identified, common analytical tools are used to predict the slam pressure which is compared to that measured in the experiment.
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The properties of Ellerman bombs (EBs), small-scale brightenings in the Hα line wings, have proved difficult to establish because their size is close to the spatial resolution of even the most advanced telescopes. Here, we aim to infer the size and lifetime of EBs using high-resolution data of an emerging active region collected using the Interferometric BIdimensional Spectrometer (IBIS) and Rapid Oscillations of the Solar Atmosphere (ROSA) instruments as well as the Helioseismic and Magnetic Imager (HMI) onboard the Solar Dynamics Observatory (SDO). We develop an algorithm to track EBs through their evolution, finding that EBs can often be much smaller (around 0.3″) and shorter-lived (less than one minute) than previous estimates. A correlation between G-band magnetic bright points and EBs is also found. Combining SDO/HMI and G-band data gives a good proxy of the polarity for the vertical magnetic field. It is found that EBs often occur both over regions of opposite polarity flux and strong unipolar fields, possibly hinting at magnetic reconnection as a driver of these events.The energetics of EB events is found to follow a power-law distribution in the range of a nanoflare (1022-25 ergs).
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O presente estudo, de carácter quantitativo e qualitativo, assenta na temática do insucesso escolar. O mesmo foi orientado pela questão de partida que o perspectivou: “Quais as causas, consequências e dimensão do fenómeno do insucesso escolar nos alunos que iniciaram, em 1999/2000, a sua escolaridade, no concelho de Ourique? Baseados no quadro conceptual de um estudo de caso, seleccionámos uma “coorte” de alunos, que entrevistámos, com vista a inteirarmo-nos das experiências e situações reais que os conduziram a situações de insucesso escolar procurando dar resposta aos seguintes objectivos: 1) avaliar, quantitativamente, o insucesso escolar na população discente seleccionada; 2) identificar as, eventuais, causas do insucesso escolar verificado; 3) identificar as, eventuais, consequências do insucesso escolar verificado; 4) avaliar possíveis intervenções no sentido de mitigar o fenómeno do insucesso escolar. Para tal, analisámos o percurso escolar de um universo de 46 alunos, entre 1999/2000 e 2007/08, tendo verificado que 24 desses alunos vivenciaram episódios de insucesso escolar, ao longo do seu trajecto académico. Destes, entrevistámos 12 alunos, tendo essa abordagem possibilitado ir de encontro aos nossos objectivos. Através da análise e interpretação dos dados recolhidos, concluímos que: 1) a taxa de insucesso escolar é superior a 50%, na coorte de alunos que iniciaram a sua escolaridade, no ano lectivo 1999/00, no concelho de Ourique; 2) há uma forte participação dos pais e encarregados de educação nas vivências escolares dos alunos (80% do total da amostra); 3) o número médio de retenções, nos alunos com episódios de insucesso escolar, é de 1,5 retenções; 4) o 7.º ano de escolaridade é o ano em que se verifica um maior número de retenções, seguido do 4.º ano de escolaridade; 5) a maioria dos alunos (58,3%) encontra-se relativamente distante do seu meio familiar; 6) um número significativo de alunos com episódios de insucesso escolar (83,3%) referiu que recebe apoio da família; 7) a incapacidade individual foi a causa do insucesso escolar mais referida/inferida pelos entrevistados; 8) evidenciou-se que retenções precoces induzem a retenções posteriores; 9) a importância do 1.º Ciclo é relevante, quando os entrevistados indicam que a falta de apoio no 1.º Ciclo terá induzido a situações futuras de insucesso escolar. No final deste trabalho são efectuadas propostas que possam potenciar futuras investigações, nomeadamente de investigação acção, promovendo intervenção; ### Abstract: The schools failure: The causes of consequences in context the Agrupamento Vertical de Ourique The present study, of quantitative and qualitative content, is based on the thematic of the failure rate in schools. The study was oriented towards the fundamental issue which has been put in perspective: “What are the causes, consequences and dimension of the phenomena of the failure rate in schools that can be seen in the students that started in 1999/2000 their school education in the municipality of Ourique?” Based on the conceptual framework of a study case, we selected a group of students, which we interviewed, in order to know about the real experiences and situations that led them to situations of school failure, trying to give answers and to achieve the following goals: 1) to evaluate quantitatively the school failure of the selected students population; 2) to identify the eventual causes of the verified school failure; 3) to identify the eventual consequences of the verified school failure; 4) to evaluate the possible interventions in order to minimize the school failure phenomena. Therefore, we analysed the school path of an amount of 46 students between 1999/2000 and 2007/2008 and we reached the conclusion that 24 of those students experienced episodes of school failure. We interviewed 12 of those 24 and that approach permitted us to reach our goals. Through the analysis and the interpretation of the collected data we conclude that: 1) the rate of school failure is over 50% in the group of students that started their schooling in the school year 1999/2000 in the municipality of Ourique; 2) there is a strong participation of parents and tutors in the students’ school life( 80% of the sample); 3) the average number of retention in the students with episodes of school failure is 1, 5 retentions; 4) the 7th grade is the one in which we verify the highest number of retentions followed by the 4th grade ; 5) the majority of the students (53,8%) are far away from their family environment; 6) a significant number of students with episodes of school failure (83,3%) referred that they get support from their family; 7) the individual incapacity was the most referred/inferred cause of school failure by the ones who were interviewed ; 8) it became an evidence that early retentions lead to future retentions; 9) the importance of the basic education is relevant when the interviewed students show that the lack of support in the basic education should have led to future situations of school failure. At the end of this work we present some proposals that can lead to future investigation, namely of investigation/action promoting intervention.
Resumo:
Este trabalho pretende analisar a relação entre o envolvimento da família e o sucesso educativo das crianças. A hipótese principal foi construída para testar as teorias de Ana Henderson (1987), Davies (1989) e Epstein (2002). A primeira parte deste trabalho é constituída pelo enquadramento teórico, onde se abordam a problemática da relação escola/família, da participação e do sucesso e insucesso dos alunos. A segunda parte é constituída pela metodologia, análise e interpretação dos dados e análise e discussão dos resultados, onde estão incluídas as conclusões e as sugestões. O estudo foi feito nas escolas do 1° Ciclo do Agrupamento Vertical de Colos, relativamente aos alunos do 3° e 4° ano, no ano lectivo de 2004/2005. A amostra foi constituída por 67 pais e a recolha de informação foi feita através de um questionário. O tratamento de dados foi feito de forma estatística utilizando o SPSS, Os resultados do presente estudo levam-nos a concluir que os pais têm uma fraca participação na escola e que o sucesso educativo dos alunos não depende da participação dos pais na sua vida académica, não se confirmando a hipótese formulada para dar resposta à pergunta inicial. Concluímos ainda que, quanto maior é a distância entre a casa dos alunos e a escola frequentada, melhores resultados e menos retenções estes exibem ao longo do seu percurso escolar. /ABSTRACT - This work intends to analyse the relation between the role of the family and the educational success of children. The main assumption was built to test the theories of Ana Anderson (1987), Davies (1989) and Epstein (2002). The first part of the essay includes the theoretical framing where the subject of the relation school/family is approached. The second part contains the methodology, analysis and interpretation of data and the analysis and discussion of the results, which includes the conclusions and the suggestions. This survey was made in the Primary Schools of “Agrupamento Vertical de Colos”, among students of the third and fourth grades in the school year of 2004/2005. The sample was made of sixty-seven parents and the data was gathered by a questionnaire. The treatment of this data was made statistically by using SPSS. The results of this survey take us to the conclusion that parents have a low participation in school and that the educative success of students does not depend on their parents’ participation in their academic life. So, the hypothesis formulated to answer the initial question is not confirmed. We can also conclude that, the longer the distance between the students' home and the school they attend, the better the results and fewer times they fail in their school life.
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O advento da Internet e da Web, na década de 1990, a par da introdução e desenvolvimento das novas TIC e, por consequência, a emergência da Sociedade da Informação e do Conhecimento, implicaram uma profunda alteração na forma de análise dos processos de ensino-aprendizagem, já não apenas segundo um prisma cognitivista, mas, agora, também social, isto é, segundo a(s) perspetiva(s) construtivista(s). Simultaneamente, torna-se imperativo que, para que possam transformar-se em futuros trabalhadores de sucesso, isto é, trabalhadores de conhecimento (Gates, 1999), os sujeitos aprendentes passem a ser efetivamente educados/preparados para a Sociedade da Informação e do Conhecimento e, tanto quanto possível, através da educação/formação ao longo da vida (Moore e Thompson, 1997; Chute, Thompson e Hancock, 1999). Todavia, de acordo com Jorge Reis Lima e Zélia Capitão, não se deve considerar esta mudança de paradigma como uma revolução mas, antes, uma evolução, ou, mais concretamente ainda, uma “conciliação de perspectivas cognitivas e sociais” (Reis Lima e Capitão, 2003:53). Assim, às instituições de ensino/formação cumprirá a tarefa de preparar os alunos para as novas competências da era digital, promovendo “a aprendizagem dos pilares do conhecimento que sustentarão a sua aprendizagem ao longo da vida” (Reis Lima e Capitão, Ibidem:54), isto é, “aprender a conhecer”, “aprender a fazer”, “aprender a viver em comum”, e “aprender a ser” (Equipa de Missão para a Sociedade da Informação, 1997:39; negritos e sublinhados no original). Para outros, a Internet, ao afirmar-se como uma tecnologia ubíqua, cada vez mais acessível, e de elevado potencial, “vem revolucionando a gestão da informação, o funcionamento do mercado de capitais, as cadeias e redes de valor, o comércio mundial, a relação entre governos e cidadãos, os modos de trabalhar e de comunicar, o entretenimento, o contacto intercultural, os estilos de vida, as noções de tempo e de distância. A grande interrogação actual reside em saber se a Internet poderá também provocar alterações fundamentais nos modos de aprender e de ensinar” (Carneiro, 2002:17-18; destaques no original). Trata-se, portanto, como argumenta Armando Rocha Trindade (2004:10), de reconhecer que “Os requisitos obrigatórios para a eficácia da aprendizagem a ser assim assegurada são: a prévia disponibilidade de materiais educativos ou de formação de alta qualidade pedagógica e didáctica, tanto quanto possível auto-suficientes em termos de conteúdos teóricos e aplicados, bem como a previsão de mecanismos capazes de assegurar, permanentemente, um mínimo de interactividade entre docentes e aprendentes, sempre que quaisquer dificuldades destes possam manifestarse”. Esta questão é também equacionada pelo Eng.º Arnaldo Santos, da PT Inovação, quando considera que, à semelhança da “maioria dos países, a formação a distância em ambientes Internet e Intranet, vulgo e-Learning, apresenta-se como uma alternativa pedagógica em franca expansão. Portugal está a despertar para esta nova realidade. São várias as instituições nacionais do sector público e privado que utilizam o e-Learning como ferramenta ou meio para formar as suas pessoas” (Santos, 2002:26). Fernando Ramos acrescenta também que os sistemas de educação/formação que contemplam componentes não presenciais, “isto é que potenciam a flexibilidade espacial, têm vindo a recorrer às mais variadas tecnologias de comunicação para permitir a interacção entre os intervenientes, nomeadamente entre os professores e os estudantes. Um pouco por todo o mundo, e também em Portugal, se têm implantado sistemas (habitualmente designados como sistemas de ensino a distância), recorrendo às mais diversas tecnologias de telecomunicações, de que os sistemas de educação através de televisão ou os sistemas de tutoria por rádio ou telefone são exemplos bem conhecidos” (Ramos, 2002b:138-139). Ora, o nosso estudo entronca precisamente na análise de um sistema ou plataforma tecnológica de gestão de aprendizagens (Learning Management System - LMS), o MOODLE, procurando-se, deste modo, dar resposta ao reconhecimento de que “urge investigar sobre a utilização real e pedagógica da plataforma” (Carvalho, 2007:27). Por outro lado, não descurando o rol de interrogações de outros investigadores em torno da utilização do MOODLE, nem enveredando pelas visões mais céticas que inclusive pressagiam a sua “morte” (Fernandes, 2008b:134), também nós nos questionamos se esta ferramenta nem sequer vai conseguir transpor “a fase de final de entusiasmo, e tornar-se uma ferramenta de minorias e de usos ocasionais?” (Fernandes, Op. cit.:133).
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A three-dimensional primitive equation model and its application to a tidal estuary is described. The model solves the primitive equations for incompressible fluids with Boussinesq and hydrostatic approximations. The discretization is based on the finite volume method and allows a general vertical coordinate. The computational code is implemented in such a way that different vertical coordinates can be used in different parts of the domain. The model was designed to be able to simulate the flow both in the open ocean and in coastal and estuarine zones and can be coupled in a simple way to ecological models. The model was implemented successfully in several estuarine and coastal areas. Results are show for the Sado estuary in Portugal to illustrate model accuracy and potential. Quantitative validation is based on field data (water levels and velocities) while qualitative verification is based on the analysis of secondary flows.
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Senior thesis written for Oceanography 445