Wells turbine: fiberglass flanges

A introdução desta tese começa por realizar um enquadramento do projecto em mão, apresentando a central de energia das ondas em que se encontram os componentes em fibra de vidro a projectar. Esta central usa o princípio de variação de coluna de água, e encontra-se localizada na ilha do Pico, Açores. São de seguida apresentados os objectivos deste trabalho, que consistem na selecção de materiais de fabrico dos componentes, desenvolvimento de uma metodologia para projectar juntas aparafusadas em materiais compósitos, dimensionamento e comparação de duas juntas concorrentes em materiais compósitos: junta solicitada à tracção e junta solicitada ao corte, validação da análise e estudo das causas dos vários tipos de falha destas juntas. A parte I deste trabalho é o resultado da pesquisa bibliográfica efectuada para levar a cabo os objectivos definidos. Assim, começa por se fazer uma descrição dos materiais e processos de fabrico que mais se adequam ao presente projecto, nomeadamente fibra de vidro, resinas, tecidos, impregnação manual, RTM e infusão por vácuo. Daqui resultou que os materiais mais adequados para esta aplicação são fibra de vidro do tipo E e resina polyester devido ao seu baixo custo e larga utilização em aplicações estruturais marinhas. O processo de fabrico mais eficiente é a infusão por vácuo devido á sua vocação para pequenas séries de produção, a poupança que permite em termos de mão-de-obra, a complacência com normas de emissão de voláteis e as boas propriedades das partes produzidas. No capítulo II da parte I são discutidos os tópicos relacionados com juntas em materiais compósitos. Da pesquisa levada a cabo conclui-se que as grandes vantagens das juntas aparafusadas são a sua facilidade de montagem e desmontagem, facilidade de inspecção e capacidade de ligar quaisquer tipos de materiais. Quanto à furação de compósitos é importante referir a necessidade de utilizar ferramentas resistentes e parâmetros de maquinação que minimizem o dano infligido aos laminados. Isto é possível através da selecção de ferramentas com passos baixos que reduzam igualmente a dimensão do seu centro estático responsável pela força axial exercida sobre o laminado - principal factor causador de dano. Devem-se igualmente utilizar baixas velocidades de avanço e elevadas velocidades de rotação. É importante salientar a importância da realização de pré-furação, de utilização de um prato de suporte na superfície de saída do laminado e a existência de ferramentas especialmente concebidas para a furação de compósitos. Para detectar e quantificar o dano existente num furo destacam-se os métodos de inspecção ultrasónica e a radiografia. Quanto aos parâmetros que influenciaram o comportamento de juntas aparafusadas destacam-se os rácios largura/diâmetro, distância ao bordo/diâmetro, espessura/diâmetro, pré-tensão, fricção, sequência de empilhamento e respectivas proporções, dimensão das anilhas e folga entre o parafuso e o furo. A pesquisa efectuada visando metodologias de projecto fiáveis ditou a necessidade de utilizar métodos que permitiram determinar o parafuso mais carregado de uma junta, efectuar o cálculo de tensões no mesmo, e ainda métodos que permitam determinar a primeira falha que ocorre no laminado bem como a falha final no mesmo. O capítulo III da primeira parte descreve os métodos de análise de tensões necessários para as metodologias de projecto utilizadas. Aqui é apresentada a teoria clássica da laminação, um método para determinação do parafuso mais carregado, um método analítico baseado na teoria da elasticidade anisotrópica de um corpo e o método dos elementos finitos. O método para determinar o parafuso mais carregado - análise global - consiste num modelo bidimensional de elementos finitos em que 2 laminados coincidentes são modelados com elementos lineares de casca com 4 nós, sendo a extremidade de um laminado restringida em todos os graus de liberdade e a extremidade oposta do segundo laminado carregada com a carga pretendida. Os laminados são ligados através de elementos mola que simulam os parafusos, sendo a sua constante de rigidez previamente calculada para este fim. O método analítico modela o contacto assumindo uma distribuição de pressão cosinoidal ao longo de metade do furo, e é válido para laminados simétricos e quasi-isotrópicos. O método dos elementos finitos é o que mais factores permite ter em conta, sendo os modelos tridimensionais com um elemento por camada os que melhor modelam o estado de tensões experienciado por uma junta aparafusada em materiais compósitos. O tópico de análise de falha é abordado no capítulo 4 da primeira parte. Aqui são apresentados os resultados do world wide failure exercice que compara vários critérios de falha existentes até 2004, fazendo-se referência a desenvolvimentos recentes que têm ocorrido nesta área. O critério de Puck surge como aquele que permite previsões de falha mais exactas. O critério de falha de Hashin 3D foi o escolhido para o presente trabalho, devido à sua facilidade de implementação num modelo de elementos finitos, à sua capacidade para detectar modos de falha subcríticos e à sua utilização em trabalhos anteriores que apresentaram previsões de falha muito próximas dos dados experimentais. Também neste capítulo se apresentaram os vários tipos de falha de uma junta aparafusada em materiais compósitos, apresentando as causas de cada uma. Por fim, na última secção, apresenta-se o método de dano progressivo que se desenvolveu para prever a primeira falha final do laminado. Este é muito interessante tendo permitido previsões de falha muito próximas dos resultados experimentais em trabalhos anteriores. Este método é iterativo e encontra-se dividido em 3 passos: Análise de tensões, análise de falha utilizando o critério de Hashin 3D e degradação de propriedades, de acordo com o tipo de falha detectada. Para além dos passos referidos, existe ainda um quarto responsável pelo fim da análise que consiste na aferição da existência ou não de falha final e respectivo tipo de falha (por pressão de contacto, por tensão ou por esforços de corte). No capítulo V da primeira parte é apresentado o resultado de uma pesquisa das normas de teste necessárias para obter as propriedades dos materiais requeridas para a aplicação dos métodos descritos neste trabalho. A parte II deste trabalho consiste na aplicação dos métodos apresentados na parte I ao caso concreto em estudo. Os softwares Microsoft Excel, Matlab e ANSYS foram utilizados para este fim. A junta começa por ser dimensionada estimando a espessura necessária do componente e o número e características dos parafusos. De seguida foi feita uma análise global à flange em estudo determinando a força suportada pelo parafuso mais carregado. Após esta análise desenvolveu-se um modelo tridimensional de elementos finitos da zona em que se encontra o parafuso mais carregado, utilizando elementos sólidos lineares e isoparamétricos de 8 nós e uma malha gerada pelo método directo. Aplicou-se a este modelo o algoritmo de dano progressivo descrito na primeira parte. Começou por se incluir explicitamente o parafuso, anilhas, pré-tensão e a modelação dos vários contactos com fricção posteriormente simplificado o modelo restringindo radialmente os nós da porção carregada do furo, excluindo os factores mencionados inicialmente. Procurou-se validar o modelo utilizando o método de cálculo de tensões descrito na primeira parte, desenvolvendo um programa em Matlab para o efeito. Tal não foi possível tendo-se incluído a tentativa realizada em anexo. Para efeitos de dimensionamento, desenvolveu-se um modelo de elementos finitos de duas dimensões da junta em causa, utilizando elementos de casca lineares de quatro nós isoparamétricos com uma espessura unitária. Através da análise de tensões efectuada com este modelo, e utilizando um método combinado programado em linguagem paramétrica, foi possível dimensionar as duas juntas concorrentes pretendidas. Este método combinado consistiu no cálculo de tensões em pontos localizados sobre uma curva característica e utilização de um critério de falha quadrático para cálculo da espessura necessária para a junta. O dimensionamento ditou que a junta solicitada à tensão necessita de pelo menos 127% das camadas e do custo de uma junta solicitada ao corte equivalente.

Formation of elliptically polarized beam from h-plane sectoral horns using corrugated flanges

The flange technique, suggested by Reynolds72 is simple technique to improve antenna characteristics. Using flange technique we can trim the antenna characteristic by suitably adjusting the flange parameters75. Later corrugated flanges87 are used for beam shaping. The important parameters of the corrugated flanges are (a) flange angle, (b) flange width, (c) flange position, (d) conductivity of the flange, (e) amplitude excitation of the flange elements, (f) period of corrugation etc. Compared to a compound horn the flange technique offers great convenience in trimming antenna characteristics. Horns are commonly used as a feed in radar and satellite communications. A large number of work had been done to improve the characteristics of horn antennas. It is an established fact that grooved walls on the inner surface of a horn can improve the antenna characteristics44. Corrugated comb surface can be used for the circular polarization98, tilt of polarization99 etc. This suggests the possibility to combine these two phenomena and to obtain a resultant beam. This thesis presents the result of an investigation to study the possibility of controlling different antenna characteristics like polarization, beam shaping, matching etc, using corrugated flange techniques.

Simplified models for cross-section stress demands on C-section purlins in uplift

The objective of this paper is to provide and verify simplified models that predict the longitudinal stresses that develop in C-section purlins in uplift. The paper begins with the simple case of flexural stress: where the force has to be applied at the shear center, or the section braced in both flanges. Restrictions on load application point and restraint of the flanges are removed until arriving at the more complex problem of bending when movement of the tension flange alone is restricted, as commonly found in purlin-sheeting systems. Winter`s model for predicting the longitudinal stresses developed due to direct torsion is reviewed, verified, and then extended to cover the case of a bending member with tension flange restraint. The developed longitudinal stresses from flexure and restrained torsion are used to assess the elastic stability behavior of typical purlin-sheeting systems. Finally, strength predictions of typical C-section purlins are provided for existing AISI methods and a newly proposed extension to the direct strength method that employs the predicted longitudinal stress distributions within the strength prediction. (C) 2009 Elsevier Ltd. All rights reserved.

Differential adjustment in gill Na(+)/K(+)- and V-ATPase activities and transporter mRNA expression during osmoregulatory acclimation in the cinnamon shrimp Macrobrachium amazonicum (Decapoda, Palaemonidae)

We evaluate osmotic and chloride (Cl(-)) regulatory capability in the diadromous shrimp Macrobrachium amazonicum, and the accompanying alterations in hemolymph osmolality and [Cl(-)], gill Na(+)/K(+)-ATPase activity, and expression of gill Na(+)/K(+)-ATPase alpha-subunit and V-ATPase B subunit mRNA during salinity (S) acclimation. We also characterize V-ATPase kinetics and the organization of transport-related membrane systems in the gill epithelium. Macrobrachium amazonicum strongly hyper-regulates hemolymph osmolality and [Cl(-)] in freshwater and in salinities up to 25 parts per thousand S. During a 10-day acclimation period to 25 parts per thousand S, hemolymph became isosmotic and hypo-chloremic after 5 days, [Cl(-)] alone remaining hyporegulated thereafter. Gill Na(+)/K(+)-ATPase alpha-subunit mRNA expression increased 6.5 times initial values after 1 h, then decreased to 3 to 4 times initial values by 24 h and to 1.5 times initial values after 10 days at 25 parts per thousand S. This increased expression was accompanied by a sharp decrease at 5 h then recovery of initial Na(+)/K(+)-ATPase activity within 24 h, declining again after 5 days, which suggests transient Cl(-) secretion. V-ATPase B-subunit mRNA expression increased 1.5-fold within 1 h, then reduced sharply to 0.3 times initial values by 5 h, and remained unchanged for the remainder of the 10-day period. V-ATPase activity dropped sharply and was negligible after a 10-day acclimation period to 21 parts per thousand S, revealing a marked downregulation of ion uptake mechanisms. The gill epithelium consists of thick, apical pillar cell flanges, the perikarya of which are coupled to an intralamellar septum. These two cell types respectively exhibit extensive apical evaginations and deep membrane invaginations, both of which are associated with numerous mitochondria, characterizing an ion transporting epithelium. These changes in Na(+)/K(+)- and V-ATPase activities and in mRNA expression during salinity acclimation appear to underpin ion uptake and Cl(-) secretion by the palaemonid shrimp gill.

Comportamento à fadiga de juntas soldadas de aços tipo 460M com fios fluxados

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Mecânica

New host and locality records for Tetrameres (Gynaecophila) spirospiculum Pinto & Vicente, 1995 (Nematoda: Tetrameridae), with new morphological data

We report the finding of Tetrameres spirospiculum Pinto & Vicente, 1995 from Theristicus melanopis melanopis (Threskiornithidae) from Patagonia, Argentina. These constitute new host and locality records. We propose the assignation of this species to the subgenus T. (Gynaecophila) Gubanov, 1950, based on the presence of labia and the absence of cuticular flanges at the anterior end. Some new morphological data are provided, such as the arrangement of cuticular spines and the presence of a pair of somatic papillae at beginning of posterior third of body length. T. (G.) spirospiculum may probably be regarded as specific to birds of the genus Theristicus.

Nestling detectability affects parental feeding preferences in a cavity-nesting bird

In many avian species, nestlings have evolved striking plumage, behaviours and mouth colours to obtain a greater share of parental investment. Studies revealing parental feeding preferences for nestlings with red gapes have proposed that red mouth colour in songbirds can act as a signal of nestling need or condition. Alternative hypotheses suggest that bright nestling mouths in cavity-nesting birds evolved to increase nestling detectability by the parents. We tested whether nestling mouth colour affects parental feeding preferences in great tits, Pants major L. In broods of six young, we experimentally painted mouth gapes and flanges either red or yellow and tested the effect of mouth colour on nestlings' mass gain under two lighting conditions. In nests with high luminosity, there was no significant effect of mouth colour on mass gain. In nests with low luminosity, nestlings with red gapes and flanges gained less mass than nestlings with red gapes and yellow flanges or both yellow gapes and flanges. Our results suggest that, in nests with low luminosity, red mouths decreased nestling detectability to the feeding parents and support the hypothesis that poor luminosity in nesting cavities can select for pale mouths. Overall, our results do not support the hypothesis that red mouth colour signals nestling need or condition to parent great tits.

Nuevo disipador para edificación sismorresistente. 1ª parte: caracterización y modelos de predicción

A new energy dissipator, based on yielding of steel under shear response, has been developed and recently tested. It is H shaped and web stiffened. Yielding moin part is mechanized from one piece of rectangular shoped steel bar. Its conception let obtain thin and well-stiffened web cross sections without welded parts. Main experimentally obtained charecteristics are a yielding point near 0.5 mm of displacement, yielding loads between 14 kN and 20 kN and a dissipated energy, before damage appears in the web, from 10 kJ to 21 kJ. All tested specimens have developed large deformations without web buckling. Whe web degradation appers, flanges and stiffeners keep dissipating an important amount of energy. Proposed numerical models and simple mathematical expressions offer well correlated results when compared to the experimental ones

Plumage ornaments, bacterial colonisation and signalling in european starling, "Sturnus vulgaris"

Abstract Animal behaviours or structures are used by senders as signals to try to increase their fitness by altering the behaviour of receivers. A large fraction of studies on sexual selection have focussed on male ornaments and have demonstrated that these ornaments signal the quality of their owner and are used by female for mate choice. Although females can also exhibit conspicuous traits, studies on female ornaments are markedly lacking. In chapter 1, we show that female starlings are showier on chest whiteness than males and that females' whiteness may potentially indicate female condition at the start of breeding and provide fitness advantages to breeding birds. Furthermore we point out that feather density and abrasion are important factors shaping the expression of chest whiteness. This suggests that further understanding of the evolution of chest whiteness in Starlings requires to examine the environmental and physiological factors that shape feather condition. Plumage may suffer from damage through abrasion and bacterial activity. In chapter 2, we focus on factors that influence feather-degrading bacterial communities. Within the hypothesis that parental care can be trade-off against the demands of self-maintenance, we show that a brood size manipulation modifies the structure of feather-degrading bacterial communities and the density of free- living bacteria. Thus we have pointed out a potentially poorly known cost of reproduction. In the same context of a trade-off between reproductive activities and individual self-maintenance, chapter 3 shows that at a proximate level in females but not in males, the individual variation in time and/or energy allocated in reproductive activities is associated with prolactin hormone levels. Our study provides evidence for the existence of a sex related difference in the relationship between brood size and prolactin levels. Birds have evolved sanitation behaviours and preen gland secretions to preserve the condition of their plumage. In chapter 4, we describe a method that allows to measure preen gland in situ. Then we use this method to characterize a number of phenotypic and ecological factors that explain variation in preen gland size in free-living individuals. In parent-offspring interactions, parents use offspring signals to provision their brood. In chapter 5, we demonstrate that nestling flanges and body skin reflect in the ultra-violet (UV) wavelengths ant that parents use this UV reflectance in food allocation decisions. Résumé Certains comportements et structures chez les animaux agissent, pour ceux qui les émettent, comme des signaux permettant d'augmenter leur fitness en altérant les comportements de ceux qui les perçoivent. Une grande partie des études sur la sélection sexuelle s'est focalisée sur les ornements mâles. Ces études ont démontré que ces ornements pouvaient signaler la qualité de celui qui les porte et influencer le choix des femelles. Bien que les femelles puissent aussi présenter des traits voyants, les études sur leurs ornements font défaut. Dans le chapitre 1 de ce travail, nous montrons que les étourneaux femelles sont plus voyantes que les mâles sur la base de la blancheur de la poitrine. De plus la blancheur des femelles peut signaler leur condition au début de la saison de reproduction et ainsi être corrélée avec leur fitness. Nous mettons aussi en évidence que la densité et l'abrasion des plumes sont des facteurs importants, contrôlant l'expression de la blancheur de la poitrine. Ceci suggère que des études futures pourraient examiner le rôle des facteurs environnementaux et physiologiques qui influencent la condition des plumes pour mieux comprendre l'évolution de la blancheur chez les étourneaux. Le plumage subit des dommages à travers l'abrasion et probablement aussi par l'activité de dégradation de bactéries. Dans le chapitre 2 de ce travail, nous nous intéressons aux facteurs qui influencent les communautés de bactéries dégradant les plumes. Nous basant sur l'hypothèse selon laquelle il existe un compromis entre les soins parentaux et la maintenance corporelle, nous montrons qu'une manipulation de la taille de nichée modifie la structure des communautés de bactéries dégradant les plumes ainsi que les densités de bactéries libres présentes sur le plumage. Ainsi nous mettons en évidence un coût encore peu connu des activités de reproduction. Dans le même contexte, nous montrons, dans le chapitre 3, que des variations individuelles dans l'énergie et/ou le temps alloué dans les activités de reproduction sont associés, chez les femelles, à un niveau proximal à l'hormone prolactine. Cette relation n'est pas présente chez les mâles. Cette étude montre que la relation entre la taille de nichée et les niveaux de prolactine diffère avec le sexe des individus. Les oiseaux utilisent des comportements de nettoyage associés aux sécrétions de la glande uropygiale afin de préserver la condition de leurs plumes. Dans le chapitre 4 de ce travail, nous décrivons une méthode qui permet de mesurer la taille de la glande in situ. Puis nous caractérisons certains facteurs écologiques et physiologiques qui expliquent les variations de la taille de la glande chez des individus capturés dans leur environnement. Les parents nourrissent leur progéniture en réponse à des signaux émis par ceux-ci. Dans le chapitre 5 de ce travail, nous démontrons que les commissures et la peau sur le corps des oisillons reflètent la lumière dans l'ultraviolet. Nous montrons que les parents utilisent cette réflexion dans l'ultraviolet lors de l'allocation de nourriture pour leurs jeunes.

Lateral Load Resistance of Diaphragms in Prestressed Concrete Girder Bridges, HR-319, 1991

Each year several prestressed concrete girder bridges in Iowa and other states are struck and damaged by vehicles with loads too high to pass under the bridge. Whether or not intermediate diaphragms play a significant role in reducing the effect of these unusual loading conditions has often been a topic of discussion. A study of the effects of the type and location of intermediate diaphragms in prestressed concrete girder bridges when the bridge girder flanges were subjected to various levels of vertical and horizontal loading was undertaken. The purpose of the research was to determine whether steel diaphragms of any conventional configuration can provide adequate protection to minimize the damage to prestressed concrete girders caused by lateral loads, similar to the protection provided by the reinforced concrete intermediate diaphragms presently being used by the Iowa Department of Transportation. The research program conducted and described in this report included the following: A comprehensive literature search and survey questionnaire were undertaken to define the state-of-the-art in the use of intermediate diaphragms in prestressed concrete girder bridges. A full scale, simple span, restressed concrete girder bridge model, containing three beams was constructed and tested with several types of intermediate diaphragms located at the one-third points of the span or at the mid-span. Analytical studies involving a three-dimensional finite element analysis model were used to provide additional information on the behavior of the experimental bridge. The performance of the bridge with no intermediate diaphragms was quite different than that with intermediate diaphragms in place. All intermediate diaphragms tested had some effect in distributing the loads to the slab and other girders, although some diaphragm types performed better than others. The research conducted has indicated that the replacement of the reinforced concrete intermediate diaphragms currently being used in Iowa with structural steel diaphragms may be possible.

Load Ratings for Standard Bridges, HR-239, 1982

The load ratings for these Standard bridges were calculated in compliance with the 1978 AASHTO Manual for Maintenance Inspection of Bridges, using the appropriate allowable stresses for the materials specified by the Standard plans. Distribution of loads is in compliance with the Manual unless otherwise noted. Except for truss spans, all bridges with roadway widths of 18 ft. or less were rated for one lane of traffic. All 18 ft. roadway truss bridges were rated for both one and two lanes of traffic. All bridges with roadway widths exceeding 18 ft. were rated for two lanes of traffic. If the posting rating for two lane bridges was less than legal, then the bridges were rated for traffic restricted to one lane, or to one lane centered in the roadway, as noted on the summary sheet. The ratings are applicable to bridges built in accordance with the standard plans and which exhibit no significant deterioration or damage to the structural members, and which have no added wearing surface material in excess of that noted on the summary sheets and used in the calculations. The inventory and operating ratings were based upon the standard AASHTO HS20-44 loading. The legal load ratings were based upon the three typical Iowa legal vehicles shown on page 5. The legal load ratings were based upon the maximum allowable Operating Rating stresses specified in the Manual. Refer to notations on the summary sheets for additional qualifications on the load ratings for specific standard bridge series. Load ratings for standard bridges with wood floors must be based upon existing conditions of attachment of the wood flooring to the top flanges of longitudinal steel stringers. The ratings must be reevaluated if the existing lateral support conditions are not in accordance with conditions used for the rating and noted on the summary sheets. Details of most of the standard bridges are included in the three books of "Iowa State Highway Commission, Bridge Standards," issued in June, 1972. Copies of plans for those standard bridges that were rated, and that are not included in the original books of standard plans, are being furnished under separate cover with these rating summaries.

The Flexural Fatigue Strength of Prestressed Steel I-Beams, HR-73, 1962

The purpose of this investigation was to study the flexural fatigue strength of two prestressed steel I-beams which had previously been fabricated in connection with a jointly sponsored project under the auspices of the Iowa State Highway Commission. The beams were prestressed by deflecting them under the action of a concentrated load at the center of a simple span, then welding unstressed high strength steel plates to the top and bottom flanges to retain a predetermined amount of prestress. The beams were rolled sections of A36 steel and the plates were USS "T-1" steel. Each of the two test specimens were subjected to an identical repeated loading until a fatigue failure occurred. The loading was designed to produce stresses equivalent to those which would have occurred in a simulated bridge and amounted to 84 percent of a standard H-15 live load including impact. One of the beams sustained 2,469,100 repetitions of load to failure and the other sustained 2,756,100 cycles. Following the fatigue tests, an experimental study was made to determine the state of stress that had been retained in the prestressed steel beams. This information, upon which the calculated stresses of the test could be superimposed, provided a method of correlating the fatigue strength of the beams with the fatigue information available on the two steels involved.

Penetração e colonização de Acidovorax avenae subsp. citrulli em folhas, frutos e sementes de melão amarelo

Folhas, frutos e sementes de melão (Cucumis melo) Amarelo foram inoculados com Acidovorax avenae subsp. citrulli (Aac1) com o objetivo de estudar a colonização e penetração desse patógeno, utilizando microscopia eletrônica de varredura. Nas folhas coletadas 24, 48, 72, 96 e 120 h após a inoculação foram observadas células bacterianas agregadas e interligadas por fibrilas e muito raramente isoladas. Células bacterianas foram localizadas predominantemente nos flanges cuticulares da epiderme abaxial, na base dos tricomas tectores, próximas aos estômatos diacíticos e no interior dos poros estomáticos. Nos frutos com 37 dias de idade, 24 h após a inoculação, bactérias foram observadas na superfície e concentradas ao redor de estômatos e lenticelas, e nas amostras com 48 h, na polpa do fruto. Nas demais amostras (72 e 96 h) foram encontradas poucas ou até mesmo nenhuma bactéria na superfície dos frutos. Nos frutos com 51 dias de idade foi constatada uma expressiva colonização da superfície, estômatos e lenticelas até 72 h após a inoculação. Na polpa, a bactéria só foi encontrada nas amostras com 96 h. Os resultados sugerem que A. avenae subsp. citrulli penetrou nos frutos através de estômatos e lenticelas. Nas sementes a bactéria colonizou tegumentos interno e externo, embrião e endosperma.

Early detection of injuries in leaves of Clusia hilariana Schltdl. (Clusiaceae) caused by particulate deposition of iron

This study aims to evaluate the prognostic value of microscopic parameters of asymptomatic leaves of Clusia hilariana Schltdl. subjected to particulate deposition of iron (2.14 mg cm-2 day-1) for 45 consecutive days. Samples of young and expanded leaves without symptoms were collected and subjected to light and scanning electron microscopy techniques. The height of the epidermal cells on both surfaces of the leaf and the thickness of the hypodermis, the chlorophyll parenchyma, and the leaf blade were measured. Micromorphological injury occurred in the abaxial surface of young leaves and on both surfaces of expanded leaves. Erosion of the epicuticular wax and cuticle rupture were frequent on the adaxial surface, while on the abaxial surface of both leaves there was a loss of sinuosity on the anticlinal wall of the epidermal cells, stomatal deformity and obstruction. Micromorphometric alterations were seen in all leaf tissues except in the height of epidermic cells, probably due to the thick cuticle and prominent cuticular flanges. The highest difference in thickness of the leaf blade was seen in young leaves of plants subjected to SPMFe, indicating greater sensibility to particulate iron in comparison to the expanded leaves. The micromorphological and micromorphometric alterations in the leaf blade of Clusia hilariana Schltdl. showed the prognostic potential of these tools on the evaluation of impacts caused by the deposition of particulate matter, especially in the 'Restinga' natural vegetation, where the exposure is increasing due to the presence of iron ore industry in their surroundings.