910 resultados para The tertiary moment
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Prior the middle of the 90', interviewing participants in protest events was quiet rare. INdividual SUrveys in RAllies (INSURA) did enter the social researcher's usual toolkit only in the following decade after Favre, Fillieule and Mayer (1997) conducted such a survey with as a primary ambition to build a solid methodological framework that could be subsequently applied by other researchers. After some years of intensive use of INSURA, one is entitled to wonder whether that technique has fulfilled social researchers' hopes or not. In that paper, results of a collective work on alter-global rallies in Evian and Saint- Denis are used to answer three interrelated questions. Firstly, some basic methodological questions about how to collect data on crowds are adressed. What are the specific constraints of interviewing people at the very moment they are "expressing" a political opinion? What specific constraints result from the morphology of the covered events, that is to say, how to build a valid sampling frame? The authors then turn to a more general point about the questions that can be solved, or not, using that technique. Secondly it is the strenghts and weaknesses of INSURA in exploring the transnational dimension of alter global protests that is adressed. The authors show that INSURA is certainly well suited to explore the demographics of alter-global events, as well as relational networks of individuals and multiple belongings. On the contrary, it is assumed that organization networks and movement's boundaries are far more difficult to explore through that method, a fact that seriously limits international cross comparisons of events and movements based on that tool.
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This article pays attention to two moments in the life and work (inseparably united) of Maria-Mercè Marçal. The first refers to a search of small objects presided by the moon. Taking this search as a motif, the freedom which the poet confers to the nocturnal light ¿mythical and magical symbol of femaleness- and, therefore, to that which symbolises the heavenly body, is revealed. The second moment revolves around the reflection of Marçal on the ¿female authority¿, a concept which this author, inspired by the philosophical community of Diotima, distinguishes from power. Throughout history, Maria-Mercè Marçal remarked, many women have gained strength from the free atribution of authority to other women, to their texts, to their experiences.
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RESUME L'Institut de Géophysique de l'Université de Lausanne a développé au cours de ces dernières années un système d'acquisition de sismique réflexion multitrace à haute résolution 2D et 3D. L'objectif de cette thèse était de poursuivre ce développement tout améliorant les connaissances de la géologie sous le lac Léman, en étudiant en particulier la configuration des grands accidents sous-lacustres dans la Molasse (Tertiaire) qui forme l'essentiel du substratum des formations quaternaires. En configuration 2D, notre système permet d'acquérir des profils sismiques avec une distance inter-CDP de 1,25 m. La couverture varie entre 6 et 18 selon le nombre de traces et la distance inter-tir. Le canon à air (15/15 eu. in.), offre une résolution verticale de 1,25 ni et une pénétration maximale de 300 m sous le fond de l'eau. Nous avons acquis au total plus de 400 km de sections 2D dans le Grand Lac et le Haut Lac entre octobre 2000 et juillet 2004. Une campagne de sismique 3D a fourni des données au large d'Evian sur une surface de 442,5 m sur 1450 m, soit 0,64 km2. La navigation ainsi que le positionnement des hydrophones et de la source ont été réalisés avec des GPS différentiels. Nous avons utilisé un traitement sismique conventionnel, sans appliquer d'AGC et en utilisant une migration post-stack. L'interprétation du substratum antéquaternaire est basée sur l'identification des sismofaciès, sur leurs relations avec les unités géologiques adjacentes au lac, ainsi que sur quelques données de forages. Nous obtenons ainsi une carte des unités géologiques dans le Grand Lac. Nous précisons la position du chevauchement subalpin entre la ville de Lausanne, sur la rive nord, et le bassin de Sciez, sur la rive sud. Dans la Molasse de Plateau, nous avons identifié les décrochements de Pontarlier et de St. Cergue ainsi que plusieurs failles non reconnues jusqu'ici. Nous avons cartographié les accidents qui affectent la Molasse subalpine ainsi que le plan de chevauchement du flysch sur la Molasse près de la rive sud du lac. Une nouvelle carte tectonique de la région lémanique a ainsi pu être dressée. L'analyse du substratum ne montre pas de failles suggérant une origine tectonique de la cuvette lémanique. Par contre, nous suggérons que la forme du creusement glaciaire, donc de la forme du lac Léman, a été influencée par la présence de failles dans le substratum antéquaternaire. L'analyse des sédiments quaternaires nous a permis de tracer des cartes des différentes interfaces ou unités qui les composent. La carte du toit du substratum antéquaternaire montre la présence de chenaux d'origine glaciaire dont la profondeur maximale atteint la cote -200 ni. Leur pente est dirigée vers le nord-est, à l'inverse du sens d'écoulement actuel des eaux. Nous expliquons cette observation par l'existence de circulations sous-glaciaires d'eau artésienne. Les sédiments glaciaires dont l'épaisseur maximale atteint 150 ni au centre du lac ont enregistré les différentes récurrences glaciaires. Dans la zone d'Evian, nous mettons en évidence la présence de lentilles de sédiments glaciolacustres perchées sur le flanc de la cuvette lémanique. Nous avons corrélé ces unités avec des données de forage et concluons qu'il s'agit du complexe inférieur de la pile sédimentaire d'Evian. Celui-ci, âgé de plus de 30 000 ans, serait un dépôt de Kame associé à un lac périglaciaire. La sismique réflexion 3D permet de préciser l'orientation de l'alimentation en matériel détritique de l'unité. La finesse des images obtenues nous permet également d'établir quels types d'érosion ont affecté certaines unités. Les sédiments lacustres, dont l'épaisseur maximale imagée atteint plus de 225 m et sans doute 400 ni sous le delta du Rhône, indiquent plusieurs mécanismes de dépôts. A la base, une mégaturbidite, épaisse d'une trentaine de mètres en moyenne, s'étend entre l'embouchure de la Dranse et le delta du Rhône. Au-dessus, la décantation des particules en suspension d'origine biologique et détritique fournit l'essentiel des sédiments. Dans la partie orientale du lac, les apports détritiques du Rhône forment un delta qui prograde vers l'ouest en s'imbriquant avec les sédiments déposés par décantation. La structure superficielle du delta a brutalement évolué, probablement à la suite de l'évènement catastrophique du Tauredunum (563 A.D.). Sa trace probable se marque par la présence d'une surface érosive que nous avons cartographiée. Le delta a ensuite changé de géométrie, avec notamment un déplacement des chenaux sous-lacustres. Sur l'ensemble de nos sections sismiques, nous n'observons aucune faille dans les sédiments quaternaires qui attesterait d'une tectonique postglaciaire du substratum. ABSTRACT During the last few years the institute of Geophysics of the University of Lausanne cleveloped a 2D and 3D high-resolution multichannel seismic reflection acquisition system. The objective of the present work was to carry on this development white improving our knowledge of the geology under Lake Geneva, in particular by studying the configuration of the large accidents affecting the Tertiary Molasse that makes up the basement of most Quaternary deposits. In its 2D configuration, our system makes it possible to acquire seismic profiles with a CDP interval of 1.25 m. The fold varies from 6 to 18 depending on the number of traces and the shooting interval. Our air gun (15/15 cu. in.) provides a vertical resolution of 1.25 m and a maximum penetration depth of approximately 300 m under water bottom. We acquired more than 400 km of 2D sections in the Grand Lac and the Haut Lac between October 2000 and July 2004. A 3D seismic survey off the city of Evian provided data on a surface of 442.5 m x 1450 m (0.64 km2). Ship's navigation as well as hydrophone- and source positioning were carried out with differential GPS. The seismic data were processed following a conventional sequence without .applying AGC and using post-stack migration. The interpretation of the pre-Quaternary substratum is based on sismofacies, on their relationships with terrestrial geological units and on some borehole data. We thus obtained a map of the geological units in the Grand Lac. We defined the location of the subalpine thrust from Lausanne, on the north shore, to the Sciez Basin, on the south shore. Within the Molasse de Plateau, we identified the already know Pontarlier and St Cergue transforms Fault as well as faults. We mapped faults that affect subalpine Molasse as well as the thrust fault plane between alpine flysch and Molasse near the lake's south shore. A new tectonic map of the Lake Geneva region could thus be drawn up. The substratum does not show faults indicating a tectonic origin for the Lake Geneva Basin. However, we suggest that the orientation of glacial erosion, and thus the shape of Lake Geneva, vas influenced by the presence of faults in the pre-Quaternary basement. The analysis of Quaternary sediments enabled us to draw up maps of various discontinuities or internal units. The top pre-Quaternary basement map shows channels of glacial origin, the deepest of them reaching an altitude of 200 m a.s.l. The channel's slopes are directed to the North-East, in opposite direction of the present water flow. We explain this observation by the presence of artesian subglacial water circulation. Glacial sediments, the maximum thickness of which reaches 150 m in the central part of the lake, record several glacial recurrences. In the Evian area, we found lenses of glacio-lacustrine sediments set high up on the flank of the Lake Geneva Bassin. We correlated these units with on-land borehole data and concluded that they represent the lower complex of the Evian sedimentary pile. The lower complex is aider than 30 000 years, and it could be a Kame deposit associated with a periglacial lake. Our 3D seismic reflexion survey enables us to specify the supply direction of detrital material in this unit. With detailed seismic images we established how some units were affected by different erosion types. The lacustrine sediments we imaged in Lake Geneva are thicker than 225 m and 400 m or more Linder the Rhone Delta. They indicate several depositional mechanisms. Their base is a major turbidite, thirty meters thick on average, that spreads between the Dranse mouth and the Rhone delta. Above this unit, settling of suspended biological and detrital particles provides most of the sediments. In the eastern part of the lake, detrital contribution from the Rhone builds a delta that progrades to the west and imbricates with the settling sediments. The shallow structure of the Rhone delta abruptly evolved, probably after the catastrophic Tauredunum event (563 A.D.). It probably coincides with an erosive surface that we mapped. As a result, the delta geometry changed, in particular associated with a displacement of water bottom channels. In all our seismic sections, we do not observe fault in the Quaternary sediments that would attest postglacial tectonic activity in the basement.
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The objective of this work was to determine the critical irrigation time for common bean (Phaseolus vulgaris L. cv. Carioca) using infrared thermometry. Five treatments were analyzed. Canopy temperature differences between plants and a well-watered control about 1, 2, 3, 4, and 5±0.5ºC were tested. Physiological variables and plant growth were analyzed to establish the best time to irrigate. There was a significant linear correlation between the index and stomatal resistance, transpiration rate, and leaf water potential. Although significant linear correlation between the index and mean values of total dry matter, absolute growth rate, and leaf area index was found, no correlation was found with other growth index like relative growth rate, net assimilation rate, and leaf area ratio. Plants irrigated when their canopy temperature was 3±0.5ºC above the control had their relative growth rate mean value increased up to 59.7%, yielding 2,260.2 kg ha-1, with a reduction of 38.0% in the amount of water used. Plants irrigated when their canopy temperature was 4±0.5ºC yielded 1,907.6 kg ha-1, although their relative growth rate mean value was 4.0% below the control. These results show that the best moment to irrigate common bean is when their canopy temperature is between 3ºC and 4±0.5ºC above the control.
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This paper describes a one-month-old girl presenting with respiratory and growth failure due to diaphragmatic paralysis associated with left brachial plexus palsy after forceps delivery. Despite continuous positive pressure ventilation and nasogastric feeding, the situation did not improve and a laparoscopic diaphragmatic plication had to be performed. When dealing with a child born with brachial plexus palsy, one must think of this possible association and if necessary proceed to the complementary radiological examinations. The treatment must avoid complications like feeding difficulties and failure to thrive, respiratory infections or atelectasis. It includes intensive support and a good evaluation of the prognosis of the lesion to decide the best moment for a surgical therapy.
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The main deformation structures due to the Tertiary continental collision in the Western Swiss Alps are ductile shear zones. Four main shear zones can be recognized on the structural map, each characterised by a different shear direction. The first D I shear zone with a X I, SE (transverse) stretching direction has been created during the under-thrusting towards the SE of the European plate under the Adriatic plate. This took place mainly by ductile deformation of the upper part of the European continental basement with the formation of the external massifs basement folds and the Penninic foldnappes. The second D II shear zone (Simplon ductile shear zone) is characterized by a XII stretching, dipping from 0 to 30-degrees to the SW (longitudinal stretching). It is approximately 10 km wide, and crosses the Alpine nappes in an oblique direction. It corresponds to a relative SW transport direction of the upper units together with the Adriatic plate. This dextral transpression zone is also responsible for the stretching parallel to the elongation of the Alpine belt. The third D III shear zone is made of mylonites with a steep stretching direction and corresponds to the hanging wall of the Canavese reverse fault. The D IV shear zones, dextral wrench zones combined with underthrusting movement, are characterised by a W and SW stretching direction. They were formed during and after the S facing backfolding which for instance made the Mischabel fold and the Boggioleto fold. Actually it occupies two narrow areas of more ductile rocks between the Mischabel backfold to the N and the Monte Rosa nappe to the S and allong the Canavese Line. These dextral shear zones represent probably the western continuation of the Tonale Line dextral wrench fault. The D I to IV ductile shear zone were formed under greenschist and amphibolite facies conditions during the Tertiary orogenic metamorphism. Their regional distribution is limited to the metamorphic ductile zone representing the deep part of the Alpine belt, between 10 and 30 km depth. The emplacement and orientation of the shear zones was also directed by the geometry of the boundaries of the European and Adriatic plates. The analysis of the superposed Central Alpine shear zones permits thus to propose a model of the history of the relative convergent and wrench movements which took place between the European and Adriatic plates during the Alpine Tertiary continental collision.
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It is generally accepted that high density polyethylene pipe (HDPE) performs well under live loads with shallow cover, provided the backfill is well compacted. Although industry standards require carefully compacted backfill, poor inspection and/or faulty construction may result in soils that provide inadequate restraint at the springlines of the pipes thereby causing failure. The objectives of this study were: 1) to experimentally define a lower limit of compaction under which the pipes perform satisfactorily, 2) to quantify the increase in soil support as compaction effort increases, 3) to evaluate pipe response for loads applied near the ends of the buried pipes, 4) to determine minimum depths of cover for a variety of pipes and soil conditions by analytically expanding the experimental results through the use of the finite element program CANDE. The test procedures used here are conservative especially for low-density fills loaded to high contact stresses. The failures observed in these tests were the combined effect of soil bearing capacity at the soil surface and localized wall bending of the pipes. Under a pavement system, the pipes' performance would be expected to be considerably better. With those caveats, the following conclusions are drawn from this study. Glacial till compacted to 50% and 80% provides insufficient support; pipe failureoccurs at surface contact stresses lower than those induced by highway trucks. On the other hand, sand backfill compacted to more than 110 pcf (17.3 kN/m3) is satisfactory. The failure mode for all pipes with all backfills is localized wall bending. At moderate tire pressures, i.e. contact stresses, deflections are reduced significantly when backfill density is increased from about 50 pcf (7.9 kN/m^3) to 90 pcf (14.1 kN/m^3). Above that unit weight, little improvement in the soil-pipe system is observed. Although pipe stiffness may vary as much as 16%, analyses show that backfill density is more important than pipe stiffness in controlling both deflections at low pipe stresses and at the ultimate capacity of the soil-pipe system. The rate of increase in ultimate strength of the system increases nearly linearly with increasing backfill density. When loads equivalent to moderate tire pressures are applied near the ends of the pipes, pipe deflections are slighly higher than when loaded at the center. Except for low density glacial till, the deflections near the ends are not excessive and the pipes perform satisfactorily. For contact stresses near the upper limit of truck tire pressures and when loaded near the end, pipes fail with localized wall bending. For flowable fill backfill, the ultimate capacity of the pipes is nearly doubled and at the upper limit of highway truck tire pressures, deflections are negligible. All pipe specimens tested at ambient laboratory room temperatures satisfied AASHTO minimum pipe stiffness requirements at 5% deflection. However, nearly all specimens tested at elevated pipe surface temperatures, approximately 122°F (50°C), failed to meet these requirements. Some HDPE pipe installations may not meet AASHTO minimum pipe stiffness requirements when installed in the summer months (i.e. if pipe surface temperatures are allowed to attain temperatures similar to those tested here). Heating of any portion of the pipe circumference reduced the load carrying capacity of specimens. The minimum soil cover depths, determined from the CANOE analysis, are controlled by the 5% deflection criterion. The minimum soil cover height is 12 in. (305 mm). Pipes with the poor silt and clay backfills with less than 85% compaction require a minimum soil cover height of 24 in. (610 mm). For the sand at 80% compaction, the A36 HDPE pipe with the lowest moment of inertia requires a minimum of 24 in. (610 mm) soil cover. The C48 HDPE pipe with the largest moment of inertia and all other pipes require a 12 in. (305 mm) minimum soil cover.
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A gas chromatography-mass spectrometry method is presented which allows the simultaneous determination of the plasma concentrations of the selective serotonin reuptake inhibitors citalopram, paroxetine, sertraline, and their pharmacologically active N-demethylated metabolites (desmethylcitalopram, didesmethylcitalopram, and desmethylsertraline) after derivatization with the reagent N-methyl-bis(trifluoroacetamide). No interferences from endogenous compounds are observed following the extraction of plasma samples from six different human subjects. The standard curves are linear over a working range of 10-500 ng/mL for citalopram, 10-300 ng/mL for desmethylcitalopram, 5-60 ng/mL for didesmethylcitalopram, 20-400 ng/mL for sertraline and desmethylsertraline, and 10-200 ng/mL for paroxetine. Recoveries measured at three concentrations range from 81 to 118% for the tertiary amines (citalopram and the internal standard methylmaprotiline), 73 to 95% for the secondary amines (desmethylcitalopram, paroxetine and sertraline), and 39 to 66% for the primary amines (didesmethylcitalopram and desmethylsertraline). Intra- and interday coefficients of variation determined at three concentrations range from 3 to 11% for citalopram and its metabolites, 4 to 15% for paroxetine, and 5 to 13% for sertraline and desmethylsertraline. The limits of quantitation of the method are 2 ng/mL for citalopram and paroxetine, 1 ng/mL for sertraline, and 0.5 ng/mL for desmethylcitalopram, didesmethylcitalopram, and desmethylsertraline. No interferences are noted from 20 other psychotropic drugs. This sensitive and specific method can be used for single-dose pharmacokinetics. It is also useful for therapeutic drug monitoring of these three drugs and could possibly be adapted for the quantitation of the two other selective serotonin reuptake inhibitors on the market, namely fluoxetine and fluvoxamine.
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The tropism of retroviruses relies on their ability to exploit cellular factors for their replication as well as to avoid host-encoded inhibitory activities such as TRIM5α. N-tropic murine leukemia virus (MLV) is sensitive to human TRIM5α restriction, whereas human immunodeficiency virus type 1 (HIV1) escapes this antiviral factor. We showed previously that mutation of four critical amino acid residues within the capsid (CA) can render MLV resistant to huTRIM5α. Here, we exploit the high degree of conservation in the tertiary structure of retroviral capsids to map the corresponding positions on the HIV1 capsid. We then demonstrate that, by introducing changes at some of these positions, HIV1 becomes sensitive to huTRIM5α restriction, a phenomenon reinforced by additionally mutating the nearby cyclophilin A (CypA)-binding loop of the viral protein. These results indicate that retroviruses have evolved similar mechanisms to escape TRIM5α restriction, via the interference of structurally homologous determinants in the viral capsid.
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Työn tavoitteena oli selvittää, kuinka tehokkaasti pystytään aktiivilieteprosessin läpikäynyttä, jälkiselkeytettyä vettä edelleen puhdistamaan flotaatiolla ennen sen johtamista vesistöön. Tarkoituksena oli löytää sellaiset kemikaalit ja näiden annokset, joilla tehtaalle asetetut jätevesien lupa-arvot voitaisiin huonossa tilanteessa, jätevesikuormitushuippujen aikana alittamaan. Työn kirjallisessaosassa tarkasteltiin lyhyesti, minkälaista jätevesikuormaa mekaanista massaa valmistavalta tehtaalta yleensä syntyy ja millaiset ovat tavanomaiset puhdistusmenetelmät. Myös flotaation teoriaa esiteltiin. Kokeellinen osa koostui kolmesta päävaiheesta: esi- eli niin sanotuista kuppikokeista, pilot-flotaatiokoeajoista jalaitosmittakaavan flotaatiokoeajoista. Esikokeet tehtiin niin kutsutulla Jar Test -laitteistolla ja pilot-flotaatiolaitteistona työssä käytettiin YIT:n valmistamaa pilot-flotaattoria. Laitosmittakaavan flotaatioaltaat olivat aikaisemmin biolietteen tiivistykseen käytettyjä, myöhemmin tertiääripuhdistukseen modifioituja flotaatioaltaita. Laitosmittakaavan flotaatiokoeajoissa testattiin neljän eri saostuskemikaalin ¿ polyalumiinikloridin (KEMPAC 18), rautapitoisen alumiinisulfaatin (AVR), ferrisulfaatin ja alumiinisulfaatin ¿ tehokkuutta tertiäärivaiheessa käsiteltävän veden puhdistajana. Esi- ja pilot-kokeiden perusteella laitosmittakaavan kokeisiin valittiin saostuskemikaalien rinnalle polymeeriksi Superfloc C 491. AVR- ja alumiinisulfaattiannokset laitosmittakaavan kokeissa olivat 200 ppm ja 400 ppm. KEMPAC 18- ja ferrisulfaattiannokset olivat 200ppm, 400 ppm ja 600 ppm. Polymeeriannos kokeissa oli pääasiassa 1,2 ppm. Tertiäärivaiheeseen tulevasta vedestä ja poistuvasta kirkasteesta määritettiin kiintoaine, pH, liukoinen ja kokonais-COD, liukoinen ja kokonaisfosfori sekä liukoinen ja kokonaistyppi. Laitosmittakaavan koeajojen tulosten mukaan eniten tertiäärivaiheessa saatiin käsiteltävästä vedestä erotettua fosforia ja toiseksi eniten COD:ta. Typpireduktiot olivat verrattain alhaiset ja myös kiintoainereduktiot jäivät usein pieniksi tai olivat jopa negatiiviset. Kaikki saostuskemikaalit saostivat COD- ja ravinnekuormaa. Eniten kuormaa saostuskemikaaleista saatiin erotettua AVR:llä ja toiseksi eniten KEMPAC 18:lla. Laitteistojen käyttökustannuksia huomioimatta AVR olisi edullisin vaihtoehto saostuskemikaaaliksietenkin pidempiaikaisessa käytössä. Lisäksi työssä tutkittiin polymeeriannoksen kasvattamisen 1,2 ppm:stä 2,5 ppm:ään vaikutusta puhdistustulokseen, kun saostuskemikaaliannos pidettiin vakiona. Tulosten mukaan polymeeriannoksen kasvattaminen kasvatti kokonais-COD- ja kokonaisfosforireduktiota. Myöslaitosmittakaavan flotaatioaltaiden pohjaputkistoja vertailtiin kiintoainereduktioiden perusteella. Kokeissa saatujen tulosten mukaan ei voitu sanoa, oliko toisen altaan pitkä kirkasteenpoistoputki vai toisen altaan lyhyt kirkasteenpoistoputki parempi vaihtoehto.
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Työssä käsitellään paperitehdasintegraatin synnyttämien poistevesijakeiden ominaisuuksien vaikutuksia jäteveden käsittelyyn, käyttökustannuksiin ja päätöksentekoon jatkossa. Poistevesien muodostama jätevesikuormitus on kasvanut valkaistujen tuotteiden osuuden kasvaessa integraatin kokonaistuotannosta. Tehdasintegraatti on hakenut uutta ympäristölupaa vuonna 2004. Vesistöpäästölupa-arvojen voidaan lupaharkintamenettelyn perusteella arvioida kiristyvän. Poistevesijakeissa on aineryhmiä, joista osa on jäteveden puhdistamolla heikosti hajoavia. Suunniteltu tuotantolinjan muutos neutraaliprosessiksi lisää heikosti hajoavien aineryhmien osuutta kokonaiskuormituksesta. Jäteveden puhdistamon käyttökustannukset muodostuvat käytetyistä kemikaaleista, energiasta ja henkilöstökustannuksista. Puhdistamon kuormituksen muuttuminen vaikuttaa käyttökustannuksiin suhteellisen vähän. Poikkeuksellisten päästöjen minimoiminen jälkipuhdistusvaiheessa saattaa kaksinkertaistaa jäteveden puhdistamon kemikaalikustannukset. Jätevesikuormituksen mahdollisesti kasvaessa suhteessa päästölupa-arvoihin joudutaan harkitsemaan investointeja. Biologisen käsittelyn suorituskyvyn jäädessä riittämättömäksi toimenpiteet tulee kohdistaa tuotannon poistevesijakeiden ominaisuuksien muuttamiseen poistevesijakeiden erilliskäsittelyillä tai tuotantoprosessien optimoinnilla.
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En Cataluña, en los últimos años, han ido proliferando una serie de «profesionales» que realizan, con más o menos adecuación a la definición teórica, la función de mediadores interculturales. Primeramente se trataba de gitanos, pero recientemente, fruto del incremento de la presencia de niños de origen inmigrante en las escuelas catalanas, se ha visto crecer el número y el protagonismo de los extranjeros por el reconocimiento que se les ha otorgado desde la administración y las instituciones. Al ser una práctica nueva está aún llena de interrogantes, pero al notar que no se está produciendo paralelamente una reflexión y clarificación de sus fundamentos nos parecía un momento pertinente para examinar su desarrollo, por ello hemos realizado una encuesta al profesorado de enseñanza obligatoria (n=740) que nos han proporcionado su percepción.
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En Cataluña, en los últimos años, han ido proliferando una serie de "profesionales" que realizan, con más o menos adecuación a la definición teórica, la función de mediadores interculturales. Primeramente se trataba de gitanos, pero recientemente, fruto del incremento de la presencia de niños de origen inmigrante en las escuelas catalanas, se ha visto crecer el número y el protagonismo de los extranjeros por el reconocimiento que se les ha otorgado desde la administración y las instituciones. Al ser una práctica nueva está aún llena de interrogantes, pero al notar que no se está produciendo paralelamente una reflexión y clarificación de sus fundamentos nos parece que es un momento pertinente para examinar su desarrollo. Por ello hemos realizado una encuesta al profesorado de enseñanza obligatoria (n=740), que nos han proporcionado su percepción sobre la figura del mediador.
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Arran del Concordat del 1851 els bisbats espanyols s’organitzen territorialment en arxiprestats. El mapa català d’arxiprestats presenta una complexa evolució històrica. Actualment s’observa una clara tendència envers la reducció del seu nombre (92). L’organització territorial arxiprestal reflecteix l’estructura del territori, la xarxa urbana i la percepció social de la realitat comarcal. Per això, la divisió eclesiàstica és un interessant element de comparació amb l’organització política i administrativa. El mapa de 7 vegueries (noves províncies) amb què treballa el Govern de la Generalitat de Catalunya té una estreta relació amb la divisió tradicional en bisbats. Igualment, totes les noves comarques previstes per la Generalitat tenen una clara correspondència amb algun arxiprestat. Inversament, la designació de Sant Feliu de Llobregat com a seu d’un nou bisbat (2004) no hauria estat possible si aquesta població no hagués estat designada com a cap de partit judicial el 1834.
Resumo:
En Cataluña en los últimos años, han ido proliferando una serie de "profesionales" que realizan, con más o menos adecuación a la definición teórica de mediador intercultural, dicha función. Primeramente se trataba de gitanos, pero recientemente, fruto del incremento de la presencia del alumndado de origen inmigrante en las escuelas, se ha visto crecer el número y el protagonismo de los mediadores de extranjero, sobre todo por el reconocimiento que se les ha otorgado desde la administración y las instituciones. Concretamente, los mediadores interculturales han intentado intervenir en cuestiones como la participación de los padres de origen inmigrante en los centros escolares, la adaptación del currículum a la diversidad cultural, la negociación de conflictos "culturales" (el uso del pañuelo en las clases, los menús del comedor...), la desescolarización, absentismlo y abandono escolar de los alumnos durante el período de la escoalrización obligatoria, la traducción lingüística y la interpretación sociocultural., etc. Al ser una práctica nueva, está aún llena de interrogantes, pero, como no se estaba produciendo paralelamente una reflexión y clarificación de sus fundamentos, nos parecía un momento pertinente para examinarla. Así pues, pretendemos profundizar en esta figura a partir de un trabajo empírico que ha consistido en 22 entrevistas en profundidad a mediadores de origen inmigrante que trabajan en las instituciones escolares de Cataluña.