Pontes de Calliphora vicina, Robineau-Desvoidy et de Calliphora vomitoria, (Linné) (Diptères, Calliphoridae) sur un cadavre humain enseveli dans la neige.

Résumé : Les auteurs rapportent un cas où des mouches nécrophages ont pondu dans des conditions extrêmes sur un corps enseveli dans un névé. Cette enquête apporte des éléments importants sur l'activité de vol et les possibilités de pontes de deux espèces de mouches nécrophages. Ces données dépassent largement ce qui est généralement admis dans la littérature spécialisée.

Origin of a restraining bend in an evolving strike-slip system: The Cenozoic As Pontes basin (NW Spain)

The As Pontes basin (12 km2), NW Iberian Peninsula, is bounded by a double restraining bend of a dextral strike-slip fault, which is related to the western onshore end of the Pyrenean belt. Surface and subsurface data obtained from intensive coal exploration and mining in the basin since the 1960s together with additional structural and stratigraphic sequence analysis allowed us to determine the geometric relationships between tectonic structures and stratigraphic markers. The small size of the basin and the large amount of quality data make the As Pontes basin a unique natural laboratory for improving our understanding of the origin and evolution of restraining bends. The double restraining bend is the end stage of the structural evolution of a compressive underlapping stepover, where the basin was formed. During the first stage (stepover stage), which began ca. 30 Ma ago (latest Rupelian) and lasted 3.4 My, two small isolated basins bounded by thrusts and normal faults were formed. For 1.3 My, the strike-slip faults, which defined the stepover, grew towards each other until joining and forming the double restraining bend, which bounds one large As Pontes basin (transition stage). The history of the basin was controlled by the activity of the double restraining bend for a further 3.4 My (restraining bend stage) and ended in mid-Aquitanian times (ca. 22 Ma).

Forecasting coal resources and reserves in heterogeneous coal zones using 3D facies models (As Pontes Basin, NW Spain)

Forecasting coal resources and reserves is critical for coal mine development. Thickness maps are commonly used for assessing coal resources and reserves; however they are limited for capturing coal splitting effects in thick and heterogeneous coal zones. As an alternative, three-dimensional geostatistical methods are used to populate facies distributionwithin a densely drilled heterogeneous coal zone in the As Pontes Basin (NWSpain). Coal distribution in this zone is mainly characterized by coal-dominated areas in the central parts of the basin interfingering with terrigenous-dominated alluvial fan zones at the margins. The three-dimensional models obtained are applied to forecast coal resources and reserves. Predictions using subsets of the entire dataset are also generated to understand the performance of methods under limited data constraints. Three-dimensional facies interpolation methods tend to overestimate coal resources and reserves due to interpolation smoothing. Facies simulation methods yield similar resource predictions than conventional thickness map approximations. Reserves predicted by facies simulation methods are mainly influenced by: a) the specific coal proportion threshold used to determine if a block can be recovered or not, and b) the capability of the modelling strategy to reproduce areal trends in coal proportions and splitting between coal-dominated and terrigenousdominated areas of the basin. Reserves predictions differ between the simulation methods, even with dense conditioning datasets. Simulation methods can be ranked according to the correlation of their outputs with predictions from the directly interpolated coal proportion maps: a) with low-density datasets sequential indicator simulation with trends yields the best correlation, b) with high-density datasets sequential indicator simulation with post-processing yields the best correlation, because the areal trends are provided implicitly by the dense conditioning data.

La enseñanza de estrategias de resolución de problemas matemáticos en la ESO: un ejemplo concreto

Within this article is included a description and justification of a didactical sequence to improve the learning of problem solving strategies of Secondary Education students. The design of the didactical sequence is guided by four principles: a) to context the activities and problems to solve in students’ every day practices; b) to use teaching methods that show the problem solving processes; c) to design didactical materials in order to guide strategies such as selection, organisation and control; d) to facilitate the co-operative learning of problem solving strategies.

The coal bearing Cenozoic As Pontes Basin (NW Spain): Geological influence on its coal's characteristics

Lignite deposits in the Cenozoic As Pontes strike-slip basin (northwestern Spain)were formed as a function of specific paleoclimatic conditions and tectonic evolution of the basin.

Magnetoestratigrafía de las sucesiones cenozoicas de la cuenca de As Pontes(La Coruña, Noroeste de España).

La cuenca terciaria de As Pontes (Noroeste de España), asociada a un corredor de fallas transcurrentes de dirección NW-SE, ha sido datada mediante magnetoestratigrafia, para lo cual se han estudiado un total de cuatro sucesiones magnetoestratigráficas. Las litologías estudiadas han sido sobre todo arcillas aluviales y palustres-lacustres, con un contenido variable de materia orgánica. En total se han desmagnetizado unos 900 especímenes, mediante desmagnetización térmica y por campos alternantes. Los minerales responsables de la magnetización en las rocas estudiadas son la magnetita y los sulfuros de hierro. A partir de los datos paleomagnéticos, se puede establecer que la sedimentación en la cuenca comenzó en el cron 10r (parte alta del Starnpiense) y se prolongó, como mínimo, hasta el subcron 6AAr.2n (Aquitaniense superior). Así, la duración de la sedimentación en la cuenca fue de unos 6,2 Ma, abarcando desde la última parte del Oligoceno temprano hasta el Mioceno temprano. La correlación magnetoestratigráfica de las diferentes sucesiones de la cuenca ha permitido establecer una correlación cronológica muy precisa a escala de cuenca, determinando la casi total isocronía de la mayor parte de los diferentes niveles de lignito y de las unidades litoestratigráficas de la cuenca. Por otro lado, las declinaciones medias muestran una rotación de 9'+4' para el relleno sedimentario de la cuenca de As Pontes, en sentido horario con respecto a la declinación del Oligoceno-Mioceno, coherente con el movimiento dextrógiro del corredor de fallas transcurrentes de dirección NW-SE. La datación del registro sedimentario de la cuenca de As Pontes permite establecer que los sistemas de fallas transcurrentes de orientación NW-SE del noroeste de la Península Ibérica fueron fuertemente activos desde la última parte del Oligoceno temprano hasta el Mioceno temprano. La finalización del movimiento principal de estos sistemas de fallas coincidió con el fin de actividad del margen entre la microplaca Ibérica y la placa Europea. Esto implicaría que el final de la actividad tectónica principal coincide en el ofshore y en el onshore del NW peninsular.

Tectonic-palaeoenvironmental forcing of clay-mineral assemblages in nonmarine settings: the Oligocene-Miocene As Pontes Basin (Spain)

Two small, alluvial-lacustrine subbasins developed during the early restraining overstep stages of the Oligocene-Miocene As Pontes strike-slip Basin (NW Spain). Later, the basin evolved into a restraining bend stage and an alluvial-swamp-dominated depositional framework developed. The palaeobiological record demonstrates that the Oligocene-Miocene palaeoclimate in NW Spain was subtropical, warm and humid to subhumid.

Caracterização ácido-base da superfície de espécies mistas da alga Spirulina através de titulação potenciométrica e modelo de distribuição de sítios discretos

Acid base properties of mixed species of the microalgae Spirulina were studied by potentiometric titration in medium of 0.01 and 0.10 mols L-1 NaNO3 at 25.0±0.10 C using modified Gran functions or nonlinear regression techniques for data fitting. The discrete site distribution model was used, permitting the characterization of five classes of ionizable sites in both ionic media. This fact suggests that the chemical heterogeneity of the ionizable sites on the cell surface plays a major role on the acid-base properties of the suspension in comparison to electrostatic effects due to charge-charge interactions. The total of ionizable sites were 1.75±0.10 and 1.86±0.20 mmolsg-1 in ionic media of 0.01 and 0.10 mols L-1 NaNO3, respectively. A major contribution of carboxylic groups was observed with an average 34 and 22% of ionizable sites being titrated with conditional pcKa of 4.0 and 5.4, respectively. The remaining 44% of ionizable sites were divided in three classes with averaged conditional pcKa of 6.9, 8.7 and 10.12, which may be assigned respectively to imidazolic, aminic, and phenolic functionalities.

Uso de lodo de estação de tratamento de água centrifugado em matriz de concreto de cimento portland para reduzir o impacto ambiental

An alternative application of the humid sludge from the Passaúna WTP, located in Curitiba's metropolitan area, is proposed for concrete structures, partially replacing aggregates and cement. For the investigation, a reference concrete and four concrete mixtures with sludge were produced, and from these, two mixtures, containing 4% and 8% of sludge (m/m), were analyzed by different techniques: X ray fluorescence, X ray diffraction, thermo-gravimetric analysis, physicochemical analysis, compressive strength, etc. The properties were evaluated and the results indicate that the mixtures can be applied in different situations as cast structures for construction of concrete walls. Mixtures with more than 4% of sludge are restricted to applications where the workability of the concrete is not required, such as for residential pavements, sidewalks and stepping floors.

Imobilização de TiO2 em concreto: fotodegradação de clorofórmio e fenol

TiO2 immobilization on concrete was studied using mixtures with cement, varnish and resin. The UV radiation sources were a germicide UV lamp and solar light. Aqueous solutions of chloroform (CHCl3) and of phenol were prepared and recirculated over the TiO2 immobilized surfaces. The immobilized TiO2 surfaces showed better photocatalytic efficiency for phenol degradation compared to the control. For CHCl3, the presence or absence of the catalyst did not cause any significant difference to its degradation efficiency. The micrographic results showed a more homogeneous surface for TiO2 immobilized in resin and varnish.

Desempenho físico-químico de metais e estruturas de concreto de redes de distribuição de energia: estudo de caso na região de Manaus

The influence of natural aging furthered by atmospheric corrosion of parts of electric transformers and materials, as well as of concrete poles and cross arms containing corrosion inhibitors was evaluated in Manaus. Results for painted materials, it could showed that loss of specular gloss was more intensive in aliphatic polyurethane points than in acrylic polyurethane ones. No corrosion was observed for metal and concrete samples until 400 days of natural aging. Corrosion in steel reinforcement was noticed in some poles, arising from manufacturing faults, such as low cement content, water/cement ratio, thin concrete cover thickness, etc. The performance of corrosion inhibitors was assessed by many techniques after natural and accelerated aging in a 3.5% saline aqueous solution. The results show the need for better chemical component selection and its concentration in the concrete mixture.

Formação de micelas mistas entre o sal biliar colato de sódio e o surfactante aniônico dodecanoato de sódio

Mixed-micelle formation between sodium chlolate (NaC) and the anionic surfactant sodium dodecanoate (SDoD) in Tris-HCl buffer solutions, pH 9.00, varying the molar fraction of the surfactants, was investigated by means of electrical conductivity and steady-state fluorescence of pyrene. The critical micelar concentration (cmc) was measured from the equivalent conductance versus the square root of the molar surfactant concentration plots and the regular solution theory (RST) was used to predict the mixing behavior. The I1/I3 pyrene ratio-surfactant concentration plots were used as an additional technique to follow the behavior and the changes in the micropolarity of the mixed micelles.

Desempenho físico-químico e mecânico de concreto de cimento Portland com borracha de estireno-butadieno reciclada de pneus

Physicochemical and mechanical techniques were carried out to characterize three concrete tyre-rubber waste dosages such as 5, 10 and 15%, w/w. The elastomeric material was identified as styrene-butadiene rubber (SBR). It was observed that the growing SBR content in the mixture decreased the concrete performance. The best results were presented by 5% w/w tyre-rubber waste concrete sample. This composition was tested at Mourão hydroelectric powerplant spillway as repairing material.

Pontes protendidas de madeira: alternativa técnico-econômica para vias rurais

A necessidade de pontes novas e recuperação das existentes no Brasil é evidente, desde o âmbito municipal, estadual e até federal. A construção de malha rodoviária eficiente pode proporcionar, além do conforto aos usuários, diminuição do custo com o transporte de alimentos e outros produtos, visto que praticamente todo o transporte no País é feito por meio das rodovias. De acordo com estimativa feita pelo Laboratório de Madeiras e de Estruturas de Madeiras (LaMEM) do Departamento de Engenharia de Estruturas da Escola de Engenharia de São Carlos da Universidade de São Paulo, a necessidade de pontes de pequenos e médios vãos ultrapassa 100 mil unidades. Portanto, torna-se de extrema importância o estudo de novas tecnologias que sejam competitivas técnica e economicamente, de forma a minimizar os gastos com essas benfeitorias. Este trabalho diz respeito à viabilidade técnica e econômica para a construção de pontes de madeira laminada protendida transversalmente, para rodovias rurais ou secundárias. Esta análise foi realizada por meio do projeto, da construção e do monitoramento da primeira ponte protendida de madeira da América do Sul. Os resultados encontrados apontam baixo custo de material e de execução, facilidade e rapidez de execução, bem como elevado desempenho em campo.