Forest products market in Spain 2015: situation and projections

The Spanish economy is slightly showing positive recovery signs. Construction figures and domestic consumption, which are the most relevant market drivers for forest products, are also significantly better than in the last years. This article analyzes the projections for 2015 in several forest products markets. The conclusion is that a certain general improvement can be expected in most of them, though showing different figures and values.

Onomástica, ecología y territorio. La toponimia de La Rioja como indicador biogeográfico y de la dinámica del paisaje forestal

Se presenta un trabajo de investigación toponímica en La Rioja con enfoque geobotánico. La premisa de partida es que la toponimia relacionada con especies y agrupaciones vegetales, productos forestales y usos del suelo proporciona información valiosa sobre la corología y la dinámica de la vegetación al ser clasificada y analizada con criterios biogeográficos y ecológicos. Se ha elegido la región riojana como zona piloto, al concurrir distintos tipos fisonómicos de vegetación y un conjunto muy diverso de comunidades vegetales representativas del paisaje peninsular. Se añade una larga historia de usos agrícolas en la llanura del Ebro que contrasta con la predominante actividad forestal en las zonas montañosas, en particular la potenciación de los pastos para ganadería trashumante. La Rioja tiene carácter de encrucijada no sólo fitocorológica: es también tierra de fronteras políticas y transiciones lingüísticas. En el léxico y la toponimia conviven variantes puras del castellano, rasgos del romance navarro-aragonés, elementos genuinos de una variante medieval riojana, palabras mozárabes y un numeroso y significativo elenco de topónimos de origen vasco. El trabajo se inicia con unas consideraciones epistemológicas. Se establece un planteamiento de la Toponimia como ciencia interdisciplinar, la etiología de los nombres geográficos, así como su valor apelativo descriptor de los atributos del paisaje. Se enumeran los condicionantes metodológicos de la investigación toponímica y se desarrolla una reflexión sobre las particularidades de la toponimia geobotánica. Se dedica un epígrafe a reseñar estudios precedentes de toponimia botánica y ecológica y el estado actual de conocimientos sobre la toponimia de La Rioja. La delimitación superficial de los parajes designados por los nombres geográficos es clave para un análisis orientado a detectar la correspondencia entre los elementos aludidos por el topónimo y las especies y comunidades vegetales. Las áreas de distribución y presencia, así como las transformaciones del paisaje, quedan definidas en superficies acotadas territorialmente. La metodología seguida se basa en la revisión exhaustiva de fuentes toponímicas ya existentes; destacadamente, los datos procedentes de la cartografía del Castro de Rústica, adscritos a polígonos con dimensión espacial. Las denominaciones de las parcelas catastrales se han complementado con los nombres geográficos del Diccionario de Toponimia Actual de La Rioja (DTALR) (González Blanco, 1987), el nomenclátor NomGeo del IGN, y algunas recopilaciones toponímicas municipales. De la base de datos conjunta se han seleccionado los topónimos con significado geobotánico. Se propone una taxonomía de grupos semánticos basada en categorías de estructura (arbolado, matorral, cubiertas herbáceas y áreas de vegetación escasa o rala) y en la adscripción a tipos de vegetación potencialmente dominantes, ordenados según una escala de higrofilia decreciente). También se reseñan topónimos referentes a usos y aprovechamientos en el medio rural: dehesas, ganadería, productos forestales y algunos cultivos agrícolas. El trabajo reúne en un repertorio sistemático los datos toponímicos, acopiados por comarcas y términos municipales. Se incluye la relación de nombres geográficos encontrados por campos nocionales y se comentan los nombres vernáculos que les han dado origen y su etimología. Quedan señalados los topónimos georreferenciados y asignados a entidades superficiales en la cartografía digital catastral, que se ha superpuesto a mapas forestales a escalas 1:200.000 y 1:50.000, en cuya elaboración participamos. El análisis ha permitido definir “topónimo externo” como el recinto catastral en que la especie o agrupación aludida no tiene presencia en la vegetación actual, al menos como dominante. Los topónimos externos más significativos de cada grupo han sido analizados describiendo la cubierta vegetal actual correspondiente, lo que permite interpretar, junto con las características fisiográficas del paraje, las causas posibles de ausencia del elemento aludido, teniendo en cuenta criterios generales de mesología, de dinámica de la vegetación y de la historia de la acción humana. El trabajo se cierra con un capítulo de conclusiones generales, conceptuales y metodológicas, así como una relación de líneas de profundización de la investigación que quedan apuntadas. Se completa con una relación de fuentes y referencias bibliográficas fundamentales. ABSTRACT This paper presents a study of the toponymy of La Rioja with a specific focus on place names reflecting the region’s geobotany. Its underlying premise is that the toponymy associated with plant species and communities, forest products and land uses can provide valuable information about the chorology and vegetation dynamics when classified and analysed using biogeographical and ecological criteria. La Rioja has been chosen for this pilot study because it concentrates vegetation types of distinct physiognomy and a highly diverse set of plant communities that can be considered representative of the vegetation of the peninsula’s landscapes. This combines with a long history of different agricultural uses on the Ebro plain that contrast with the predominance of forestry activity in the more mountainous areas, in particular the promotion of pasture for livestock transhumance. Indeed, La Rioja is not only a crossroads in terms of its phytochorology, but it is also a land of political boundaries and language transitions. Coexisting in its lexicon and toponymy, we find pure Castilian variants, features from the Romance language of Navarro-Aragonese, genuine elements of the medieval variant of the Riojan dialect, words of Mozarabic and a large and significant list of place names of Basque origin. The paper begins by outlining a number of epistemological considerations and establishes an interdisciplinary approach to toponymy, the aetiology of geographical names, and their value in the descriptive naming of the features of a landscape. It continues by enumerating the methodological determinants of toponymic research and reflects on the specific characteristics of geobotanical toponyms. The next section is dedicated to examining previous studies of botanical and ecological place names and providing a state-of-the-art review of the toponymy of La Rioja. Delimiting the sites designated by the geographical names is essential to any analysis designed to detect the correspondence between the elements alluded to by the toponyms and plant species and communities. These areas of distribution and presence, as well as the landscape changes, are defined in terms of spatially delimited surface areas. The methodology adopted involves an exhaustive review of existing toponymic sources; in particular, data obtained from the maps of the Rustic Cadastre, assigned to spatial polygons. The names of these cadastral parcels are complemented by the geographical names taken from the Diccionario de Toponimia Actual de La Rioja (DTALR) (González Blanco, 1987); the gazetteer – NomGeo, published by Spain’s Instituto Geográfico Nacional; and, various municipal list of toponyms. Place names with a geobotanical meaning were then selected from this joint database. The paper proposes a taxonomy of semantic groups based on structural categories (namely wooded areas, brushland, grassy areas and areas of scanty or sparse vegetation) and assignment to the potentially dominant type of vegetation (ordered on a scale of decreasing hygrophilic trends). Place names referring to land uses and practices in rural areas – including, pasture, livestock, forest products and some agricultural crops – are also described. The study produces a systematic list of toponyms ordered by counties and municipalities. The geographical names are organised by notional fields and the vernacular names that have given rise to them and their etymology are discussed. The toponyms are georeferenced and assigned to surface elements on the digital cadastral map, superimposed on forest maps at scales of 1:200,000 and 1:50,000, in the production of which the authors participated. The analysis has allowed us to define “external toponyms” as those cadastral parcels in which the plant species or group alluded to is no longer present in the vegetation, at least as the dominant type. The most significant external toponyms in each group have been analysed by describing the corresponding, present-day vegetation cover, which allows us to interpret, along with the physiographic features of the site, the possible causes of the absence of the aforementioned element, bearing in mind general criteria of mesology, vegetation dynamics and the history of human action. The paper finishes by offering a number of general conceptual and methodological conclusions, and a list of areas that future research can usefully examine. The study is supplemented with a list of sources and key references.

Fine spatial pattern of an epiphytic lichen species is affected by habitat conditions in two forest types in the Iberian Mediterranean region

Persistence and abundance of species is determined by habitat availability and the ability to disperse and colonize habitats at contrasting spatial scales. Favourable habitat fragments are also heterogeneous in quality, providing differing opportunities for establishment and affecting the population dynamics of a species. Based on these principles, we suggest that the presence and abundance of epiphytes may reflect their dispersal ability, which is primarily determined by the spatial structure of host trees, but also by host quality. To our knowledge there has been no explicit test of the importance of host tree spatial pattern for epiphytes in Mediterranean forests. We hypothesized that performance and host occupancy in a favourable habitat depend on the spatial pattern of host trees, because this pattern affects the dispersal ability of each epiphyte and it also determines the availability of suitable sites for establishment. We tested this hypothesis using new point pattern analysis tools and generalized linear mixed models to investigate the spatial distribution and performance of the epiphytic lichen Lobaria pulmonaria, which inhabits two types of host trees (beeches and Iberian oaks). We tested the effects on L. pulmonaria distribution of tree size, spatial configuration, and host tree identity. We built a model including tree size, stand structure, and several neighbourhood predictors to understand the effect of host tree on L. pulmonaria. We also investigated the relative importance of spatial patterning on the presence and abundance of the species, independently of the host tree configuration. L. pulmonaria distribution was highly dependent on habitat quality for successful establishment, i.e., tree species identity, tree diameter, and several forest stand structure surrogates. For beech trees, tree diameter was the main factor influencing presence and cover of the lichen, although larger lichen-colonized trees were located close to focal trees, i.e., young trees. However, oak diameter was not an important factor, suggesting that bark roughness at all diameters favoured lichen establishment. Our results indicate that L. pulmonaria dispersal is not spatially restricted, but it is dependent on habitat quality. Furthermore, new spatial analysis tools suggested that L. pulmonaria cover exhibits a distinct pattern, although the spatial pattern of tree position and size was random.

Using ecological niche models to support tree species selection for forest restoration planning in largely deforested regions

Species selection for forest restoration is often supported by expert knowledge on local distribution patterns of native tree species. This approach is not applicable to largely deforested regions unless enough data on pre-human tree species distribution is available. In such regions, ecological niche models may provide essential information to support species selection in the framework of forest restoration planning. In this study we used ecological niche models to predict habitat suitability for native tree species in "Tierra de Campos" region, an almost totally deforested area of the Duero Basin (Spain). Previously available models provide habitat suitability predictions for dominant native tree species, but including non-dominant tree species in the forest restoration planning may be desirable to promote biodiversity, specially in largely deforested areas were near seed sources are not expected. We used the Forest Map of Spain as species occurrence data source to maximize the number of modeled tree species. Penalized logistic regression was used to train models using climate and lithological predictors. Using model predictions a set of tools were developed to support species selection in forest restoration planning. Model predictions were used to build ordered lists of suitable species for each cell of the study area. The suitable species lists were summarized drawing maps that showed the two most suitable species for each cell. Additionally, potential distribution maps of the suitable species for the study area were drawn. For a scenario with two dominant species, the models predicted a mixed forest (Quercus ilex and a coniferous tree species) for almost one half of the study area. According to the models, 22 non-dominant native tree species are suitable for the study area, with up to six suitable species per cell. The model predictions pointed to Crataegus monogyna, Juniperus communis, J.oxycedrus and J.phoenicea as the most suitable non-dominant native tree species in the study area. Our results encourage further use of ecological niche models for forest restoration planning in largely deforested regions.

Forest connectivity restoration through reforestation: an integrated methodology for prioritizing agricultural lands and selecting reforestation species

Forest connectivity restoration is a major goal in natural resource planning. Given the high amount of abandoned cultivated lands, setting efficient methods for the reforestation of agricultural lands offers a good opportunity to face this issue. However, reforestations must be carefully planned, which poses two main challenges. In first place, to determine those agricultural lands that, once reforested, would meet more effectively the planning goals. As a further step, in order to grant the success of the activity, it is fairly advisable to select those tree species that are more adapted to each particular environment. Here we intend to give response to both requirements by proposing a sequential and integrated methodology that has been implemented in two Spanish forest districts, which are formed by several landscape types that were previously defined and characterized. Using the software Conefor Sensinode, a powerful tool for quantifying habitat availability that is based on graph theory concepts, we determined the landscapes where forest planning should have connectivity as a major concern and, afterwards, we detected the agricultural patches that would contribute most to enhance connectivity if they were reforested. The subsequent reforestation species assessment was performed within these priority patches. Using penalized logistic regressions we fitted ecological niche models for the Spanish native tree species. The models were trained with species distribution data from the Spanish Forest Map and used climatic and lithological variables as predictors. Model predictions were used to build ordered lists of suitable species for each priority patch. The lists include dominant and non dominant tree species and allow adding biodiversity goals to the reforestation planning. The result of this combined methodology is a map of agricultural patches that would contribute most to uphold forest connectivity if they were reforested and a list of suitable tree species for each patch ordered by occurrence probability. Therefore the proposed methodology may be useful for suitable and efficient forest planning and landscape designing.

Approach to the use of indicators for the assessment of the environmental level of construction products

The European construction industry is supposed to consume the 40% of the natural European resources and to generate the 40% of the European solid waste. Conscious of the great damage being suffered by the environment because of construction activity, this work tries to provide the building actors with a new tool to improve the current situation. The tool proposed is a model for the comprehensive evaluation of construction products by determining their environmental level. In this research, the environmental level of a construction product has been defined as its quality of accomplishing the construction requirements needed by causing the minimum ecological impact in its surrounding environment. This information allows building actors to choose suitable materials for building needs and also for the environment, mainly in the project stage or on the building site, contributing to improve the relationship between buildings and environment. For the assessment of the environmental level of construction products, five indicators have been identified regarding their global environmental impact through the product life cycle: CO2 emissions provoked during their production, volume and toxicity of waste generated on the building site, durability and recycling capacity after their useful life. Therefore, the less environmental impact one construction product produces, the higher environmental level performs. The model has been tested in 30 construction products that include environmental criteria in their description. The results obtained will be discussed in this article. Furthermore, this model can lay down guidelines for the selection of ecoefficient construction products and the design of new eco-competitive and eco-committed ones

Fine spatial pattern of an epiphytic lichen species is affected by habitat conditions in two forest types in the Iberian Mediterranean region

Persistence and abundance of species is determined by habitat availability and the ability to disperse and colonize habitats at contrasting spatial scales. Favourable habitat fragments are also heterogeneous in quality, providing differing opportunities for establishment and affecting the population dynamics of a species. Based on these principles, we suggest that the presence and abundance of epiphytes may reflect their dispersal ability, which is primarily determined by the spatial structure of host trees, but also by host quality. To our knowledge there has been no explicit test of the importance of host tree spatial pattern for epiphytes in Mediterranean forests. We hypothesized that performance and host occupancy in a favourable habitat depend on the spatial pattern of host trees, because this pattern affects the dispersal ability of each epiphyte and it also determines the availability of suitable sites for establishment. We tested this hypothesis using new point pattern analysis tools and generalized linear mixed models to investigate the spatial distribution and performance of the epiphytic lichen Lobaria pulmonaria, which inhabits two types of host trees (beeches and Iberian oaks). We tested the effects on L. pulmonaria distribution of tree size, spatial configuration, and host tree identity. We built a model including tree size, stand structure, and several neighbourhood predictors to understand the effect of host tree on L. pulmonaria. We also investigated the relative importance of spatial patterning on the presence and abundance of the species, independently of the host tree configuration. L. pulmonaria distribution was highly dependent on habitat quality for successful establishment, i.e., tree species identity, tree diameter, and several forest stand structure surrogates. For beech trees, tree diameter was the main factor influencing presence and cover of the lichen, although larger lichen-colonized trees were located close to focal trees, i.e., young trees. However, oak diameter was not an important factor, suggesting that bark roughness at all diameters favoured lichen establishment. Our results indicate that L. pulmonaria dispersal is not spatially restricted, but it is dependent on habitat quality. Furthermore, new spatial analysis tools suggested that L. pulmonaria cover exhibits a distinct pattern, although the spatial pattern of tree position and size was random.

Migration to an a on.line laboratory in mechanical engineering. The case of a cam follower design practice.

The European Higher Education Area (EHEA) has leaded to a change in the way the subjects are taught. One of the more important aspects of the EHEA is to support the autonomous study of the students. Taking into account this new approach, the virtual laboratory of the subject Mechanisms of the Aeronautical studies at the Technical University of Madrid is being migrated to an on-line scheme. This virtual laboratory consist on two practices: the design of cam-follower mechanisms and the design of trains of gears. Both practices are software applications that, in the current situation, need to be installed on each computer and the students carry out the practice at the computer classroom of the school under the supervision of a teacher. During this year the design of cam-follower mechanisms practice has been moved to a web application using Java and the Google Development Toolkit. In this practice the students has to design and study the running of a cam to perform a specific displacement diagram with a selected follower taking into account that the mechanism must be able to work properly at high speed regime. The practice has maintained its objectives in the new platform but to take advantage of the new methodology and try to avoid the inconveniences that the previous version had shown. Once the new practice has been ready, a pilot study has been carried out to compare both approaches: on-line and in-lab. This paper shows the adaptation of the cam and follower practice to an on-line methodology. Both practices are described and the changes that has been done to the initial one are shown. They are compared and the weak and strong points of each one are analyzed. Finally we explain the pilot study carried out, the students impression and the results obtained.

Student Reciprocal Peer Teaching as a Method for Active Learning: An Experience in an Electrotechnical Laboratory

Active learning is one of the most efficient mechanisms for learning, according to the psychology of learning. When students act as teachers for other students, the communication is more fluent and knowledge is transferred easier than in a traditional classroom. This teaching method is referred to in the literature as reciprocal peer teaching. In this study, the method is applied to laboratory sessions of a higher education institution course, and the students who act as teachers are referred to as ‘‘laboratory monitors.’’ A particular way to select the monitors and its impact in the final marks is proposed. A total of 181 students participated in the experiment, experiences with laboratory monitors are discussed, and methods for motivating and training laboratory monitors and regular students are proposed. The types of laboratory sessions that can be led by classmates are discussed. This work is related to the changes in teaching methods in the Spanish higher education system, prompted by the Bologna Process for the construction of the European Higher Education Area

Forest Hydrology, Soil Conservation and Green Barriers in Canary Islands

In volcanic islands, the rainfall regime and its torrential nature, together with the steep slopes and the soil types present are considered to be some of the main factors affecting forest hydrology and soil conservation. In such environments, rain regime is generally irregular and characterized by short and intense rainfalls, which could cause destructive flows at times, followed by long periods of rain absence. The volcanic nature of these islands have as a direct resultant steep slopes which influences the runoff volume and speed, as well as the amount of topsoil susceptible to be detached and transported downstream. The soil type also affects the susceptibility to erosion processes. Andisols are the most typical soil on volcanic islands. Their particularities derive their mineral constituents, called short-range-order products, which provide these soils with an increased structural stability, which in turn reduces their susceptibility to erosion. However, the land use changes and the environmental factors such as rain regime and steep slopes may be determinant factor in destabilizing these soils and ultimately a cause for soil erosion and runoffs, which become a threat to the population downstream. Green barriers have been traditionally used to prevent or reduce these processes, also to enhance the dew effect and the fog water collection, and as a firebreak which acts as a barrier to slow or stop the progress of a wildfire. Wooded species present and subsequently their performance have a major influence on their effectiveness. The use of this natural erosion and fire control methods on volcanic islands is discussed in this paper.

Water seepage beneath dams on soluble evaporite deposits: a laboratory and field study (Caspe Dam, Spain)

The paper presents analytical methods and results for assessing the variation in the concentration of sulphate (and other ions) over space and time in groundwater flowing through a soluble evaporite terrain beneath a dam. The influence of effective porosity, groundwater flow velocity and the specific rate of dissolution (K′) are considered. The theoretical analysis was tested in a scale model simulating a dam constructed on heavily karstified bedrock. A simple and useful method for assessing how much material is lost through dissolution and how the rate of dissolution changes over time is considered in the context of the Caspe Dam, Spain.

Evolution of the Riparian forest corridor in a large Mediterranean river system

The well-documented re-colonisation of the French large river basins of Loire and Rhone by European otter and beaver allowed the analysis of explanatory factors and threats to species movement in the river corridor. To what extent anthropogenic disturbance of the riparian zone influences the corridor functioning is a central question in the understanding of ecological networks and the definition of restoration goals for river networks. The generalist or specialist nature of target species might be determining for the responses to habitat quality and barriers in the riparian corridor. Detailed datasets of land use, human stressors and hydro-morphological characteristics of river segments for the entire river basins allowed identifying the habitat requirements of the two species for the riparian zone. The identified critical factors were entered in a network analysis based on the ecological niche factor approach. Significant responses to riparian corridor quality for forest cover, alterations of channel straightening and urbanisation and infrastructure in the riparian zone are observed for both species, so they may well serve as indicators for corridor functioning. The hypothesis for generalists being less sensitive to human disturbance was withdrawn, since the otter as generalist species responded strongest to hydro-morphological alterations and human presence in general. The beaver responded the strongest to the physical environment as expected for this specialist species. The difference in responses for generalist and specialist species is clearly present and the two species have a strong complementary indicator value. The interpretation of the network analysis outcomes stresses the need for an estimation of ecological requirements of more species in the evaluation of riparian corridor functioning and in conservation planning.

Determinación del contenido de alúmina reactiva de las adiciones puzolánicas naturales y artificiales, por termogravimetría y por el método de Rietveld

Tanto el tema de esta investigación, como sus objetivos, fundamentos, materiales seleccionados y parte experimental para alcanzarlos, han sido promovidos por la situación y el estado de las construcciones de hormigón armado que se comenzaron a realizar en España a partir del año 1975, con hormigones y morteros de cemento que contenían cenizas volantes hasta un 20 %, en principio, y hasta un 35 %, más tarde, de su dosificación de cemento Portland (CP), los cuales y en contra de lo esperado, han demandado y continúan demandando, muy a pesar de sus aparentes bondades de todo tipo que se les atribuían, una necesidad de mejora de sus prestaciones, especialmente, debido a un nivel inesperadamente bajo de la durabilidad de algunas obras construidas con los mismos. Todo era debido, en definitiva, a que las adiciones puzolánicas, naturales y artificiales, tales como las cenizas volantes, referidas antes, se vienen utilizando reglamentariamente para la fabricación de cementos y/o de sus productos derivados, hormigones, morteros y pastas, en la mayor parte de los países industrializados, desde hace ya más de tres décadas aproximadamente, en las mismas condiciones e idénticos usos constructivos que los hormigones y morteros de CP puro, viniendo además, dictada dicha utilización de estos materiales residuales, hoy sub-productos industriales, por cuestiones medioambientales y/o económicas, principalmente, motivo por el cual esta Tesis Doctoral ha pretendido responder también, adecuadamente y de manera esquemática (en forma de diagrama de flujo), a los criterios que deben de tenerse en cuenta a la hora de su selección y caracterización normalizada y reglamentada de estas adiciones minerales activas, sobre todo, antes de su dosificación y uso en forma del denominado cemento Portland con puzolana, o con ceniza volante, o con esquistos calcinados o con puzolanas calcinadas o con humo de sílice, cemento Portland mixto, cemento puzolánico o cemento compuesto, para que dichos problemas no se le produzcan al hormigón armado ni en masa. De aquí el enfoque tan particular y especial de esta investigación, al haberla circunscrito únicamente a las puzolanas naturales y artificiales, por considerarlas todas ellas, independientemente de por su origen, como materiales constituidos por pequeñas fracciones cristalinas distribuidas aleatoriamente en una matriz mayoritariamente vítrea y/o amorfa, la cual es la que le confiere su reactividad con el hidróxido de calcio en forma de cal apagada o de portlandita procedente de la hidratación del CP. A su vez, dichas fracciones vítreas y/o amorfas están constituidas, en su mayor parte, por sílice reactiva, SiO2r-, alúmina reactiva, Al2O3r-, y óxido de hierro reactivo, Fe2O3r-, recibiendo además, en conjunto, el nombre específico de "factores hidráulicos" de la puzolana, los cuales, por lo común, difieren cuantitativamente de sus contenidos totales, determinados por fusión alcalina mediante procedimientos normalizados. De los tres óxidos reactivos mencionados y desde el punto de vista técnico, los más importantes por su mayor presencia en casi todas las puzolanas naturales y artificiales y, también, transcendencia en la durabilidad química que les pueden llegar a conferir al hormigón armado y en masa, mortero o pasta de cemento que las contenga, son la SiO2r- y la Al2O3r-. El primero de los dos, la SiO2r-, reacciona nada más que con la portlandita (y el Ca(OH)2) para formar geles C-S-H, más tarde transformados en tobermoritas o en jennitas, semejantes a los que originan la alita y la belita del CP en su hidratación. Y desde el punto de vista normativo, la presencia de esta fracción silícica reactiva en las puzolanas viene regulada por la norma EN 197-1, de modo general, siendo además referida por la norma EN 450-1:2006, en el contexto de las cenizas volantes en su adición al hormigón, como "un polvo fino de partículas principalmente de forma esférica y cristalina, procedentes de la combustión de carbón pulverizado, que tiene propiedades puzolánicas y que está compuesto fundamentalmente de SiO2 y Al2O3". Además y de acuerdo con la primera de las dos normas, "El contenido de dióxido de silicio reactivo (definido y determinado según la norma EN 196-2 o su equivalente la UNE 80225) no debe ser inferior al 25 % en masa". Por su parte, cuantiosos estudios experimentales realizados por Talero solo y con otros investigadores, han demostrado que si la puzolana no es adecuada en calidad ni en cantidad, la durabilidad del cemento del que forme parte, y, por consiguiente, de los productos derivados que con él se fabriquen, hormigones, morteros, pastas y prefabricados, puede llegar a ser anormalmente baja, porque la alúmina reactiva, Al2O3r-, o alúmina tetra- o penta-coordinada que la constituye, se implica como tal, de una forma muy directa y con resultados totalmente contrapuestos incluso, en los ataques químicos agresivos naturales que se les producen, provenientes de terrenos y aguas selenitosas (sulfatos, que atacan en su caso al propio material hormigón, mortero y pasta que la contiene para formar ettringita de rápida formación, ett-rf, la cual puede llegar incluso a provocar un ataque rápido del yeso), del rocío marino y de las sales de deshielo (cloruros, que atacan, en cambio, a las armaduras de acero del hormigón provocándoles su corrosión electroquímica por "picadura", si bien, en este otro ataque químico, dicha Al2O3r- lo que origina es sal de Friedel de rápida formación, sF-rf, también, cuyo efecto es, en cambio, colmatador y protector, en definitiva, de dicha corrosión electroquímica), del agua de mar (acción agresiva mutua de cloruros y sulfatos), de la carbonatación, de la reactividad árido-álcali, además de intervenir en la liberación del calor de hidratación, así como también, en el comportamiento reológico de sus pastas, etc., acortándoles de este modo su durabilidad prevista y, en ocasiones, muy seriamente incluso. Pero lo más paradójico de todo es, que a pesar de su referido comportamiento totalmente contrapuesto, frente a sulfatos y cloruros, - aún no se dispone de un método de análisis químico para su determinación cuantitativa, que sea además relativamente sencillo en su operatividad, veraz, preciso, de respuesta rápida, desde el punto de vista técnico de la construcción (no más de 28 días), repetible, reproducible, que no implique peligro alguno para la seguridad vital de las personas que lo tengan que manipular y poner en práctica, económico, y que sirva también tanto para investigación -vertiente científica-, como, sobre todo, para control de calidad -vertiente técnica-, - y ni mucho menos tampoco se dispone todavía, de especificación química alguna que precise el contenido máximo de Al2O3r- (%) que tiene que poseer una puzolana natural o artificial, para poder ser añadida al cemento Portland y/o al hormigón que va a estar sometido a un determinado ataque químico agresivo de los mencionados antes, y, en especial, a sulfatos, a cloruros o al agua de mar. Y para mayor justificación de ambas necesidades, se ha de decir también que la vigente Instrucción de Hormigón Estructural EHE-08 no contempla tampoco especificación química alguna sobre los "factores hidráulicos", en general, ni del contenido de Al2O3r-(%) de las cenizas volantes, muy en particular, en su Artículo 30º "Adiciones", ni en ningún otro Artículo, a pesar de que sí contempla, en cambio, - otras especificaciones químicas que carecen del necesario significado en cuanto a la necesidad de llevar explícita o implícitamente, el mensaje de la Durabilidad Química deseado, y - el Artículo 37º, el cual y para mayor abundamiento se titula paradójicamente "Durabilidad del hormigón y de las armaduras". Asimismo, tampoco se contempla en la última versión que acaba de publicarse de la norma EN 197-1 titulada: "Cementos. Parte 1: Composición, especificaciones y criterios de conformidad de los cementos comunes". Ni tampoco, en la norma EN 450-1:2006 titulada "Cenizas volantes para hormigón. Parte 1: Definiciones, especificaciones y criterios de conformidad", ni en la vigente Instrucción española para la Recepción de Cementos, RC-08, ni en la norma ASTM C618-03 tampoco. La única especificación química que ambas normas, la europea y la norteamericana, refieren es aquella que dice que la suma de los contenidos porcentuales de SiO2 total, Al2O3 total y Fe2O3 total, de la puzolana natural o artificial, ha de ser mayor o igual que 70 %, definiendo, además, a las puzolanas de este modo tan genérico: "materiales silíceos o silíceos y aluminosos, que por sí mismos no poseen valor cementante alguno, pero que finamente divididos y en presencia de humedad, reaccionarán químicamente con hidróxido de calcio a temperaturas ordinarias para formar compuestos que poseen propiedades cementantes". Por consiguiente y de acuerdo con todo lo anterior, el objetivo primordial de esta Tesis Doctoral ha sido: Diseñar y poner a punto un nuevo método analítico de utilidad técnica (que la duración máxima del ensayo no sea mayor de 28 días), para determinar el contenido de alúmina reactiva, vítrea o amorfa, Al2O3r-, de las puzolanas naturales y artificiales. Y una vez puesto a punto, validarlo a nivel de su repetibilidad, de acuerdo con parámetros estadísticos apropiados, poniendo especial énfasis en los criterios de aceptación establecidos por la American Association of Official Analytical Chemists (AOAC). Y para conseguirlo, la innovación de esta investigación se ha basado en los siguientes fundamentos generales, a saber: - Toda la alúmina de cualquier puzolana natural o artificial, capaz de ser atacada, disuelta y lixiviada en 28 días, por la portlandita o por el hidróxido de calcio, Ca(OH)2, en medio acuoso, es considerada como alúmina reactiva, Al2O3r-. - Dicha fracción alumínica reactiva de la puzolana natural o artificial se tiene que encontrar, además, en el estado físico-químico de poder reaccionar químicamente también, en presencia de hidróxido de calcio, cloruro de sodio y agua, para originar monocloro¿aluminato de calcio hidratado, C3A·CaCl2·10H2O, o sal de Friedel. Además, dicho estado físico-químico de la puzolana ha de ser acorde con la definición de alúmina reactiva adoptada en esta investigación en razón de las prestaciones reales de durabilidad química que le puede llegar a conferir a los cementos de mezcla y a sus productos derivados, hormigones, morteros y pastas, que se fabriquen con la misma. - La originalidad de este nuevo método analítico, respecto a los demás métodos ya existentes, reside en que la cuantificación de dicha fracción alumínica reactiva de la puzolana natural o artificial, se realiza mediante cálculo estequiométrico, basándose, para ello, en dicha reacción química de formación de sal de Friedel precisamente, tras 28 días de hidratación básica-salina acelerada de la puzolana natural o artificial, habiéndose realizado, además, en esta investigación dicha determinación cuantitativa de la cantidad de sal de Friedel originada por cada puzolana, mediante dos técnicas analíticas instrumentales que fueron las siguientes: el análisis termogravimétrico (variante I ó I-I en su caso) y el método de Rietveld con la difracción de Rayos X en polvo (variante II). - La reacción química de formación de sal de Friedel tras 28 días de hidratación básica-salina acelerada de las puzolanas que se analicen, se optimizó para asegurar que el único compuesto químico de aluminio y cloro formado fuese sal de Friedel nada más (dosificando para ello en cantidad adecuada los reactivos químicos necesarios: Ca(OH)2, NaCl y agua destilada), manteniendo, además y por otra parte, el compromiso apropiado entre el máximo rendimiento de dicha reacción química (ataque, disolución y lixiviación en 28 días, de toda la alúmina reactiva de la puzolana) y el modo y medios más adecuados de acelerarlo para conseguirlo fue a 40°C de temperatura, con agitación constante y cierre hermético del reactor. - La aplicabilidad y selectividad del nuevo método analítico, objeto de esta Tesis Doctoral, fue estudiada con una serie de puzolanas naturales y artificiales españolas, silíceas y/o silíceas y aluminosas en naturaleza, que fueron las siguientes: M0 (metacaolín 0), M1 (M0 con 50 % de cuarzo), C y L (puzolanas naturales de las Islas Canarias), CV10 y CV17 (cenizas volantes), A (puzolana natural de Almagro), O (puzolana natural de Olot) y HS (humo de sílice). - Todas las adiciones minerales anteriores cumplieron con los principales requisitos físicos y químicos que son preceptivos para poder considerarlas, antes de todo, como puzolanas, lo que era indispensable y de obligado cumplimiento, para poderles determinar su contenido total de Al2O3r- (%) mediante el nuevo método analítico. Estos condicionantes fueron los siguientes: grado adecuado de finura de molido o tamaño medio de partícula (según la norma EN 451-2), haber sido analizadas químicamente antes de todo (según la norma EN 196-2 ó la ASTM C311), con el fin de determinarles especialmente, sus contenidos totales de SiO2 (%), Al2O3 (%) y Fe2O3 (%), haberles determinado, además, su contenido de sílice reactiva, SiO2r- (%) (según la norma UNE 80225), y haber cumplido con el ensayo de puzolanicidad o de Frattini (según la norma EN 196-5) a la edad de 28 días al menos. Este último requisito, otrora de obligado cumplimiento hasta el año 1988, para cualquier puzolana natural y artificial que una fábrica de cementos pretendiera introducir en el proceso de fabricación de un nuevo cemento puzolánico o cemento tipo CEM IV, ha logrado así, que se tenga que volver utilizar de nuevo de forma obligada con esta Tesis Doctoral. Y los resultados obtenidos con el nuevo método analítico de los contenidos de Al2O3r-(%) de las puzolanas seleccionadas, fueron los siguientes: - Mediante su variante I: M0 29.9 %, M1 16.9 %, CV10 11.4 %, L 12.3 %, C 12.6 %, A 8.0 %, CV17 9.5 % y O 6.3 % de Al2O3r-, y - Mediante su variante II: M0 30.7 %, M1 15.4 %, CV10 14.7%, L 11.8 %, C 11.1 %, A 8.9 %, CV17 9.6 % y O 6.8 % de Al2O3r-. Finalmente, todos ellos fueron contrastados, además, mediante la calibración y validación del nuevo método analítico, con los valores de referencia obtenidos de esas mismas puzolanas, los cuales se les habían determinado mediante el método de Florentín, consistente en atacar, disolver y lixiviar también toda la fracción alumínica soluble de la puzolana (y además, aquella silícica y férrica que la constituyen a la par), pero, en especial, su contenido total de alúmina reactiva, mediante un ataque básico (con Ca(OH)2 en medio acuoso a temperatura del laboratorio, habiendo sido, además, su duración hasta 1 año), seguido de otro ácido (con HCl, d = 1.12), habiéndose obtenido esta vez los siguientes resultados de sus contenidos de Al2O3r- (%): M0 28.8 %, M1 16.7 %, CV10 9.7 %, L 11.2 %, C 12.2 %, A 13.0 %, CV17 10.6 % y O 9.5 %. Dicha validación realizada ha puesto de manifiesto, en términos generales, que el nuevo método analítico es más fidedigno que el de Florentín, por lo que resulta ser totalmente apropiado para obtener los resultados que se han pretendido, además de proporcionarlos en un espacio de tiempo relativamente corto (28 días a lo sumo) y a un coste económico razonable por no elevado (salvo error u omisión y libre de impuestos directos e indirectos, el coste económico estimado de la variante I estaría en torno a 800.00 - 900.00 €/puzolana -caso más probable-, y aproximadamente una tercera parte nada más, en el caso de que la edad máxima del ensayo acelerado sea 7 días nada más -caso menos probable-), y, por consiguiente, técnicamente aceptable, al cumplir, además, en todo el rango considerado de variabilidad posible de concentraciones o contenidos del analito buscado en la puzolana, con tales parámetros de validación como son: linealidad (los resultados obtenidos son directamente proporcionales a la señal-respuesta instrumental recibida), sensibilidad, precisión excelente, repetibilidad satisfactoria de los valores obtenidos de los contenidos de Al2O3r- de todas y cada una de las adiciones puzolánicas seleccionadas, confirmando, por ello, la universalidad de su uso. Finalmente, las ventajas del nuevo método analítico, respecto a los métodos ya existentes recopilados de la bibliografía (el método de Florentín, el método de López Ruiz -HF 40 % y HNO3 2N-, el método de Murat y Driouche para arcillas -HF 0.5M-, el método de Arjuan, Silbee y Roy para cenizas volantes -HF 1 %- y su modificación por Fernández-Jiménez y cols. -HF 1 %, 27Al NMR MAS y XRD (método de Rietveld)-, y el método de determinación de la relación SiO2r-/Al2O3r- para arcillas y cenizas volantes por Ruiz-Santaquiteria y cols. -HF 1 %, NaOH 8M y ICP-AES-) son, principalmente, estar exento de peligro alguno para la seguridad vital de las personas que lo tengan que manipular y poner en práctica, ser bastante apropiado para control de calidad además de para investigación, su considerable menor coste económico, su relativamente corto espacio de tiempo que se necesita para obtener la respuesta-resultado pretendida (28 días a lo sumo), así como su universalidad y selectividad, puesto que además, su aplicabilidad es para todo tipo de adiciones puzolánicas naturales o artificiales, como así lo demuestran los resultados obtenidos de los materiales puzolánicos naturales y artificiales seleccionados y analizados, en un rango de concentraciones del analito -contenido de alúmina reactiva, Al2O3r- (%)-, desde el 5 % hasta el 30 % en masa, rango éste que, por otra parte, comprende prácticamente TODAS las adiciones puzolanas naturales y artificiales existentes en el mercado transnacional y las aún por existir. Por consiguiente y de acuerdo con lo anterior, el nuevo método analítico, ya sea realizado mediante su variante I o la II, debido, - en primer lugar, a los fundamentados planteamientos relativos a su procedimiento experimental -modus operandi- el cual ha sido aplicado a una amplia gama de puzolanas naturales y artificiales, y - en segundo lugar, debido a la calidad de los resultados obtenidos con un grado de precisión y repetibilidad excelentes, ha demostrado poseer una gran utilidad científica -para investigación-, pero, sobre todo, técnica -para control de calidad de adiciones puzolánicas naturales y artificiales que se adicionan habitualmente al cemento Portland en fábrica y/o a sus hormigones y morteros en planta-, además de ser representativos los valores obtenidos mediante el mismo respecto a la más que probable durabilidad química que cada una de ellas puede llegarle a conferir al hormigón armado y en masa, mortero y pasta del que forme parte, así como también su cantidad adecuada de sustitución parcial de cada cemento Portland para conseguirla, acorde con sus propias prestaciones químico-físicas o físico-químicas que puede llegarle a conferir, según sea su carácter químico (alumínico, alumínico-silícico, silícico-alumínico, silícico-férrico-alumínico o silícico), forma y tamaño medio de su partícula. Por último, el nuevo método analítico ha demostrado cumplir además, con todos los requisitos de obligado cumplimiento que establece la norma ISO/IEC 17025 sobre la calidad y fiabilidad de nuevos métodos o procedimientos analíticos no normalizados todavía, para poder ser propuesto en un futuro próximo, ante la Comisión de AENOR correspondiente, con objeto de comenzar un expediente para su certificación y normalización. ________________________________________________________________________________ Both the subject of this research, its objectives, fundamentals, materials selected and experimental part to achieve, have all been promoted by the situation and the state of reinforced concrete constructions that began performing in Spain from 1975, with concrete and mortars cement containing fly ash up to 20 %, in principle, and later, up to 35 % to its content of Portland cement, which and against expected, demanded a need to improve their performance, especially due to an unexpectedly low level of durability of some works built with them, despite, however, its apparent benefits of all kinds are ascribed to them. Ultimately, the natural or artificial pozzolanic additions, such as fly ash specially, referred to above, have been used with regulation to manufacture cements and/or its derivatives, concretes, mortars, cement pastes, in the most industrialized countries. More than three decades ago, under the same conditions and identical construction mainly uses concretes and mortars plain Portland cement, besides coming, given that use of these waste materials, industrial by-products today for environmental and/or economic issues. For this reason, this Doctoral Thesis aims to answer properly and schematically (in the form of flow chart), the criteria to be taken into account when selection and characterization standardized for these active mineral additions, especially prior to choosing and use in the so-called Portland Cement (PC) pozzolan, or with fly ash or with calcined shales or with calcined pozzolans or with silica fume or PC mixed or pozzolanic cement or compound cement, for that such pathology problems will not occur when reinforced concretes nor mass concretes are used for building. Hence the very particular and special focus about this research, having confined only to the natural or artificial pozzolans, considering them all, regardless of their origin, approach as materials consisting of small crystalline fractions randomly distributed in a largely vitreous and/or amorphous matrix, which confers their reactivity with calcium hydroxide in the form of slaked lime or portlandite from PC. In turn, these vitreous and/or amorphous fractions consist in its greater part, by reactive silica, SiO2r-, reactive alumina, Al2O3r-, and reactive iron oxide, Fe2O3r-, which also receive, in conjunction, the specific name of "hydraulic factors" of the pozzolan. Usually, they all differs in quantity of their respective total contents of the SiO2 (%), Al2O3 (%) and Fe2O3 (%) determined the pozzolan by alkaline fusion by means of standard procedures. Of the three above-mentioned oxides reagents and from the technical point of view, the most important for its increased presence in every one of the natural or artificial pozzolans and also significance in the chemical durability that can get them to give the concrete mortar or cement paste which contain them, are SiO2r- and Al2O3r-. From the first two, the SiO2r- reacts with portlandite only, released in the hydration of the PC (and with Ca(OH)2), to form C-S-H gels, transformed in tobermorites or jennites later on, similar to C-S-H gels also originating from the alite and belite hydration in the CP. From the standardization criteria point of view, the presence of this silicic fraction in pozzolans is regulated at first, by the European standard EN 197-1, in general, also being referred by the EN 450-1:2006, in the context of the fly ash in addition to the concrete, as a "fine powder of spherical particles mainly crystalline form. It is from the combustion of pulverized coal, which have pozzolanic properties and is mainly composed of SiO2 and Al2O3". In addition and according to the EN 197-1 standard, the reactive silica content (which can be defined and determined in accordance with EN 197-1 standard or its UNE 80225 standard) must not be lower than 25 % of its mass. Meanwhile, considerable experimental studies by Talero and Talero et al, have shown that if the pozzolan is not adequate in quality nor quantity, the durability of cement that is part and, therefore, of its derivative products, concretes, mortars and pastes cement, can become abnormally low because its reactive alumina, Al2O3r- (%), content or tetra- or penta-coordinated alumina which involves itself in a very direct and totally mixed and conflicting results even at all aggressive chemical attack natural to produce to the concrete, mortar and paste with inadequate natural and/or artificial pozzolans, such as those from the selenitous land and waters (sulfates, strikes if the material itself concrete, mortar and paste that contain them, for rapid forming ettringite form, ett-rf, which can even cause rapid gypsum attack to said concrete). In contrast, sea spray and de-icing salts (chlorides strikes the reinforced steel concrete causing them electrochemical corrosion by "bite", although in that other chemical attack, such Al2O3r- causes rapid Friedel's salt formation, Fs-rf, too, to cause protector effect of the electrochemical corrosion of reinforcements for these chlorides), seawater (mutual aggressive action of chlorides and sulfates), carbonation, alkali-silica reaction, and, in addition, to influence the release of hydration heat, as well as in the rheological behavior of the pastes, etc., decreasing/shorting them thus their expected durability and sometimes even very seriously. But the most ironic thing is, that despite its referral totally opposed, compared to sulfates and chlorides, behaviour, - far not available is, a chemical analysis method for its quantitative determination, which is also relatively simple in operation, accurate, precise, rapid response, from a technical point of view for building (no more than 28 days), repeatable, reproducible, not involving danger to life safety of the people who need to manipulate and implement, economic, and also serve for both scientific research and technical side, and - has yet to be any chemical specification that sets maximum levels for Al2O3r-(%) in the natural or artificial pozzolan to be added to the cement and/or to the concrete that will be subject to a particularly aggressive chemical attack from those mentioned above, and in particular, to sulphates, chlorides or sea water. And for the sake of and justification of this need, it has to be said that the current Spanish Instruction for Structural Concrete EHE-08 does not provide any specification on "hydraulic factors" in general, nor the content of Al2O3r- (%) in fly ash, very particular, as Article 30º "Additions", or any other Article, although does provide, however, other chemical specifications lacking the necessary meaning in terms of the message Chemical Durability mentioned, nor the Article 37º which and for greater sake, is paradoxically entitled "Durability of the concrete and of their reinforcements". It has also not contemplated in the latest version just released from EN 197-1 standard entitled "Cement Part 1: Composition, specifications and conformity criteria for common cements". Nor, in EN 450-1:2006 entitled "Fly ash for concrete Part 1: Definitions, specifications and conformity criteria", nor by current Spanish Instruction for Cement Reception, RC-08, nor the ASTM C618-03 Standard either. The only chemical specification that both Standards, European and American, refer is one that says that the sum of the total contents of SiO2 (%), Al2O3 (%) and Fe2O3 (%) of natural and artificial pozzolan, must be greater than or equal to 70 % , defining pozzolans thus: "siliceous or aluminous and siliceous materials, which themselves do not have any cementitious value but finely divided and in the presence of moisture it reacts with calcium hydroxide at ordinary temperatures to form compounds possessing cementitious properties". Consequently and according to everything related before, the primary objective of this Doctoral Thesis has been: To design and start-up a new quantitative analytical method of technical utility (the maximum test duration is not more than 28 days), to determine the content of reactive alumina content, Al2O3r- (%), vitreous or amorphous alumina, of natural and artificial pozzolans. And once designed, validate at repeatability level and in accordance with appropriate statistical parameters with special emphasis on the acceptance criteria established by the American Association of Official Analytical Chemists (AOAC). And to achieve this, the innovation of this research has been based on the following general principles, namely: - All the alumina in any pozzolan, natural or artificial, that can be attacked, dissolved and leached by portlandite or calcium hydroxide, Ca(OH)2, in aqueous medium, is considered reactive alumina, Al2O3r-. - This aluminic fraction of natural or artificial pozzolan to analyze and study, has to be in such physical-chemical state that it can react in the presence of calcium hydroxide, sodium chloride and water status and to cause monochloro-aluminate hydrated calcium, C3A·CaCl2·10H2O or Friedel's salt. Moreover, such physical-chemical state of the pozzolan must be consistent with the definition of reactive alumina adopted in this research because of the actual performance of chemical durability that can reach confer on blended cements and their derivatives, concretes, mortars and pastes that are manufactured with the same. - The originality of this new analytical method, compared to the other methods for determining reactive alumina existing (collected in abbreviated form in the state of the art of this report), is the quantification of such aluminic fraction of natural or artificial pozzolans is performed by stoichiometric calculation based on this, in the chemical reaction of Friedel's salt formation after 28 days of the analysis of saline-basic hydration accelerated natural or artificial pozzolan also performed in this research, and the quantitative determination of the Friedel's salt has been performed by two instrumental analytical techniques known as thermogravimetric analysis (variant I), and Rietveld method with X-ray powder diffraction (variant II). - The chemical reaction of Friedel's salt formation after 28 days of accelerated saline-basic hydration of the selected natural and artificial pozzolan, was optimized to ensure that the single chemical compound of aluminium and chlorine formed was Friedel's salt only (dosing for this purpose in amount suitable chemical reagents: Ca(OH)2, NaCl and distilled water), and, on the other hand, maintaining the appropriate compromise between the highest yield from the chemical reaction (attack, dissolution and leaching in 28 days, all reactive alumina of pozzolan) and to accelerate the etching media, which were 40°C temperature, constant stirring and sealing the reactor. - The applicability and selectivity of the new analytical method, the subject of this Doctoral Thesis, was studied with a series of Spanish natural and artificial pozzolans, siliceous or siliceous and aluminous in nature, which were as follows: M0 (metakaolin 0), M1 (M0 with 50 % quartz), L and C (natural pozzolans of the Canary Islands), CV10 (fly ash 10), CV17 (fly ash 17), A (natural pozzolan of Almagro), O (natural pozzolan of Olot), and HS (silica fume). - All mineral admixtures were selected satisfied the physical and chemical requirements proposed to consider them as pozzolan, which was mandatory, so its Al2O3r- (%) content can determine by the new analytical method. These conditions were as follows: adequate degree of fineness of grind or average particle size (according to EN 451-2 standard), have been analyzed chemically (according to EN 196-2 or ASTM C311 standards), in order to determine their total contents of SiO2 (%), Al2O3 (%) and Fe2O3 (%), mainly, having also determined its reactive silica content, SiO2r- (%) (UNE 80225 standard), and fulfilled with testing of pozzolanicity or Frattini test (according to EN 196-5 standard) at 28 days age at least. The last criteria was mandatory until 1988, for any natural and artificial pozzolan to a factory intended to introduce cements in the manufacturing process of a new Portland cement type CEM IV pozzolanic additions, and with this Doctoral Thesis has made is to be used once again mandatory. And the results obtained using the new analytical method, of the Al2O3r- (%) content for each selected pozzolan, were as follows: - by its variant I: M0 29.9 % , M1 16.9 % , CV10 11.4 % , L 12.3 % , C 12.6 % , A 8.0 % , CV17 9.5 % and O 6.3 % of Al2O3r-, and - by its variant II: M0 30.7 % , M1 15.4 % , CV10 14.7% % , L 11.8 % , C 11.1 % , A 8.9 % , CV17 9.6 % and O 6.8 % of Al2O3r-. Finally, they would all be further contrasted by the calibration and validation of new analytical method, with reference values obtained from these same natural and artificial pozzolans, which had been given by the method of Florentin, consisting of attack, dissolve and leached with a basic attack (with Ca(OH)2 in aqueous medium and laboratory temperature, having also been its duration up to 1 year), followed by another acid attack (HCl, d = 1.12), all soluble aluminic fraction of pozzolan, and in particular their total content of reactive alumina, Al2O3r-(%), was this time as follows: M0 28.8 %, M1 16.7 %, CV10 9.7 %, L 11.2 %, C 12.2 %, A 13.0 %, CV17 10.6 % and O 9.5 % (and their siliceous and iron contents that are at par). This validation has shown on the new analytical method is more reliable than Florentin method, so it turns out to be entirely appropriate to get the results that have been tried by the same, besides providing them a relatively short space of time (28 days at most) and reasonably no high economic cost (unless mistake -free direct and indirect taxes, such economic cost would be between 800.00 - 900.00 €/pozzolan (most likely case), and about an one-third part around, in the event that the maximum age of the accelerated test is 7 days only (less likely case). So it is technically acceptable, to consider the range of possible variability of concentrations or contents pozzolan analyte with validation parameters such as: linearity (the results obtained are directly proportional to the instrumental response signal received), excellent sensitivity and accuracy, satisfactory repeatability values from the contents of each and Al2O3r- (%) each selected pozzolan, confirming therefore universal use. Finally, the advantages of the new analytical method over existing methods compiled from literature (Florentin method , the Lopez Ruiz method -HF and HNO3 40 % 2N-, the method of Murat and Driouche for clays -0.5M HF-, the method of Arjuan, Roy and Silbee for fly ash -HF 1 %- and its modification by Fernández-Jiménez et al -HF 1 %, 27Al MAS NMR and XRD (Rietveld method)-, and the method for determining the SiO2r-/Al2O3r- clay and fly ash ratio of Santaquiteria Ruiz et al -HF 1 %, NaOH 8M and ICP-AES-) are primarily and relatively short time get the result intended answer (28 days at most), its considerable lower cost, free from danger to the life safety of the people who need to manipulate and put in practice as well as its universality and selectivity, since it is applicable for all types of natural or artificial pozzolans, as it has been shown by the results of selected natural and artificial pozzolanic materials and analyzed in a range of analyte concentrations -reactive alumina, Al2O3r- (%) content- from 5 % to 30 % by mass, this range, on the other hand, includes virtually ALL existing transnational market in natural and artificial pozzolans and still exist. Therefore and in accordance with the above, the new analytical method is already performed by the variant I or II, because, - firstly, grounded to experimental approaches concerning its experimental procedure -"modus operandi"- which has been applied to a wide range of natural and artificial pozzolans, and - secondly, due to the quality of the results obtained with a great degree of accuracy and repeatability, it has been shown to possess significant scientific value in the research, but especially technical value -for quality control of natural and artificial pozzolans commonly added to Portland cement factory and/or directly to their concrete and mortar in plant-, and also be representative enough of the values obtained by the same probable chemical durability that each of them can reach out to give the concrete mortar and paste to which it belongs, as well as proper amount of partial replacement of Portland cement. To get in line with their own chemical-physical or physical-chemical features which can come to confer, as its chemical character (aluminic, silicic-aluminic, aluminic-silicic, aluminic-ferric-silicic or ferric-silicic), form and medium size of its particle is. Finally, the new analytical method has proven to meet all mandatory requirements established by ISO/IEC 17025 on the quality and reliability of new methods or analytical procedures are not standardized yet, in order to be considered appropriate this new analytical method, in this Doctoral Thesis it is to be proposed in the near future, before the corresponding AENOR (Spanish Association for Standardization and Certification) Commission, to start a procedure for certification and standardization.

Resistance to malathion and lambda-cyhalothrin in Ceratitis capitata (Wiedemann) (Diptera: Tephritidae)

La mosca mediterránea de la fruta, Ceratitis capitata (Wiedemann, 1824) (Diptera: Tephritidae), es una de las plagas de mayor incidencia económica en cítricos y otros frutales a nivel mundial. En España las medidas de control de esta plaga en cítricos, desde mediados de los 90 hasta 2009, se basaron principalmente en el monitoreo de las poblaciones y en la aplicación de tratamientos aéreos y terrestres con malatión cebo. Sin embargo, desde la retirada en la Unión Europea en 2009 de los productos fitosanitarios que contienen malatión, los insecticidas más utilizados para el control de esta plaga han sido lambda-cihalotrina y spinosad. En 2004-2005 se detectaron poblaciones españolas de C. capitata resistentes a malatión. Esta resistencia se ha asociado a una mutación (G328A) en la acetilcolinesterasa (AChE), a una duplicación del gen de la AChE (Ccace2) (una de las copias lleva la mutación G328A) y a resistencia metabólica mediada por esterasas (posiblemente aliesterasas). Sin embargo, cuando se secuenció la aliesterasa CcE7 en individuos de una línea resistente a malatión, no se encontró ninguna de las mutaciones (G137D y/o W251L/S/G) asociadas a resistencia en otras especies, si bien se encontraron otras mutaciones al compararlos con individuos de una línea susceptible. Asimismo, mediante la selección en laboratorio de una línea resistente a malatión (W-4Km) con lambda-cihalotrina, se ha podido obtener una línea resistente a lambda-cihalotrina (W-1K). Finalmente, se ha demostrado la capacidad de esta especie para desarrollar resistencia a spinosad mediante selección en laboratorio. Los múltiples mecanismos de resistencia identificados evidencian el potencial de esta especie para desarrollar resistencia a insecticidas con diferentes modos de acción. Los objetivos de esta tesis doctoral son: 1) evaluar la susceptibilidad de poblaciones españolas de campo de C. capitata a lambda-cihalotrina y dilucidar los mecanismos de resistencia en la línea W-1Kλ; 2) comparar la herencia, el coste biológico y la estabilidad de la resistencia a malatión mediada por la mutación G328A y la duplicación del gen Ccace2 (una de las copias lleva la mutación G328A); y 3) investigar el papel de las mutaciones identificadas en la aliesterasa CcαE7 en la resistencia a malatión. Estos estudios son de utilidad para el desarrollo de estrategias de manejo de la resistencia que puedan prevenir o retrasar la aparición de resistencia y aumentar la sostenibilidad de los insecticidas disponibles para el control de esta plaga. Nuestros resultados indican que las poblaciones españolas de C. capitata analizadas han desarrollado resistencia a lambda-cihalotrina. Los valores de CL50 estimados para las poblaciones recogidas en la Comunidad Valenciana, Cataluña y Andalucía oscilaron entre 129 ppm y 287 ppm, igualando o sobrepasando la concentración recomendada para los tratamientos de campo (125 ppm). Estos resultados contrastan con los obtenidos con tres poblaciones de campo recogidas en Túnez, cuya susceptibilidad fue similar a la de la línea control (C). La línea resistente a lambda-cihalotrina W-1K se continuó seleccionando en el laboratorio alcanzándose unos niveles de resistencia de 205 veces con respecto a la línea C, siendo su CL50 (4224 ppm) más de 30 veces superior a la concentración recomendada para los tratamientos de campo. Esta línea resistente mostró altos niveles de resistencia cruzada a deltametrina (150 veces) y a etofenprox (240 veces), lo que sugiere que el desarrollo de resistencia a lambda-cihalotrina podría comprometer la eficacia de otros piretroides para el control de esta plaga. Hemos demostrado que la resistencia de la línea W-1K a lambda-cihalotrina fue casi completamente suprimida por el sinergista PBO, lo que indica que las enzimas P450 desempeñan un papel muy importante en la resistencia a este insecticida. Sin embargo, tanto las moscas de la línea susceptible C como las de la línea resistente W-1K perdieron inmediatamente la capacidad de caminar (efecto “knock-down”) al ser tratadas tópicamente con lambda-cihalotrina, lo que sugiere que la resistencia no está mediada por alteraciones en la molécula diana (resistencia tipo “kdr”). La resistencia metabólica mediada por P450 fue analizada comparando la expresión de 53 genes CYP (codifican enzimas P450) de las familias CYP4, CYP6, CYP9 y CYP12 en adultos de la línea resistente W-1K y de la línea susceptible C. Nuestros resultados muestran que el gen CYP6A51 (número de acceso GenBank XM_004534804) fue sobreexpresado (13-18 veces) en la línea W-1K. Por otra parte, la expresión del gen CYP6A51 fue inducida tanto en adultos de la línea W-1K como de la línea C al ser tratados con lambda-cihalotrina. Sin embargo, no se obtuvieron diferencias significativas entre la línea susceptible C y la línea resistente W-1K al comparar la cantidad de P450 y la actividad NADPH-citocromo c reductasa presente en fracciones microsomales obtenidas a partir de abdómenes. Asimismo, no hemos podido correlacionar el metabolismo de deltametrina, estimado in vitro mediante la incubación de este insecticida con fracciones microsomales, con el nivel de resistencia a este piretroide observado en los bioensayos con la línea W-1K. Por otro lado, no se encontró ninguna alteración en la región promotora 5'UTR del gen CYP6A51 (-500 pb desde el inicio de la traducción) que pudiera explicar su sobreexpresión en la línea W-1K. Los datos obtenidos sugieren que la resistencia a lambda-cihalotrina en la línea W-1K está mediada por P450 y que la sobreexpresión de CYP6A51 puede desempeñar un papel importante, aunque se necesitan más evidencias para establecer una asociación directa de la resistencia con este gen. Hemos estudiado la herencia, el coste biológico y la estabilidad de la resistencia a malatión mediada por la mutación G328A y la duplicación del gen Ccace2 (una de las copias lleva la mutación G328A). La línea susceptible C, donde no se encuentra la mutación G328A (genotipo S/S), se cruzó con dos isolíneas establecidas para representar genotipos únicos correspondientes a los dos mecanismos de resistencia asociados a la molécula diana: 1) la isolínea 267Y (genotipo R/R) establecida a partir de una pareja que portaba la mutación G328A en homocigosis; 2) la isolínea 306TY (genotipo RS/RS) establecida a partir de una pareja que portaba en homocigosis la duplicación del gen Ccace2. No se realizaron cruces recíprocos, ya que mediante experimentos de hibridación in situ en cromosomas politénicos se pudo comprobar que el locus de la AChE y la duplicación (probablemente en tándem) se localizan en el cromosoma autosómico 2L. La susceptibilidad al malatión de los parentales resistentes (R/R o RS/RS) y susceptibles (S/S), los cruces F1 (S/R, S/RS y R/RS) y los retrocruzamientos indican que la resistencia a malatión es semi-dominante en ambos casos. Sin embargo, nuestros resultados no fueron concluyentes con respecto a la naturaleza monogénica de la resistencia a malatión en estas isolíneas. Por lo tanto, no podemos descartar que otros genes que contribuyan a la resistencia, además de la mutación G328A (isolínea 267Y) y de la duplicación del gen Ccace2 (isolínea 306TY), puedan haber sido seleccionados durante el proceso de selección de 267Y y 306TY. Varios parámetros biológicos fueron evaluados para determinar si estos dos mecanismos de resistencia a malatión suponen un coste biológico para los genotipos resistentes. Individuos con genotipo R/R mostraron un retraso en el tiempo de desarrollo de huevo a pupa, un peso de pupa reducido y una menor longevidad de los adultos, en comparación con los individuos con genotipo S/S. Sin embargo, el peso de pupa de los individuos con genotipo RS/RS fue similar al de los individuos S/S, y su desarrollo de huevo a pupa intermedio entre S/S y R/R. Estas diferencias en el coste biológico pueden estar relacionadas con la reducción de la eficiencia catalítica de la AChE mutada en los individuos R/R, y al efecto compensatorio que la copia no mutada del gen tiene en los individuos RS/RS que portan la duplicación. La estabilidad de la resistencia a malatión mediada por la mutación G328A y la duplicación se analizó mediante el seguimiento de los caracteres de resistencia en la progenie de retrocruzamientos S/R x R/R y S/RS x RS/RS a lo largo de varias generaciones en ausencia de presión de selección con insecticidas. Nuestros resultados muestran que la frecuencia del alelo que porta la mutación G328A disminuyó desde 67,5% en la primera generación del retrocruzamiento S/R x R/R (75% esperado, asumiendo segregación mendeliana y que sólo hay dos alelos: uno mutado y otro no mutado) a 12% después de 10 generaciones. Por el contrario, la frecuencia de la duplicación sólo disminuyó desde 75% en en la primera generación del retrocruzamiento S/RS x RS/RS (75% esperado, asumiendo segregación Mendeliana y que la duplicación segrega como un único alelo) a 50% en el mismo período, lo que indica que la duplicación es más estable que la mutación. Asimismo, se analizó la presencia de la mutación y de la duplicación en poblaciones de campo recogidas en seis localidades en 2004-2007, cuando todavía se usaba el malatión, y se comparó con poblaciones recogidas en los mismos campos en 2010, un año después de la prohibición del malatión en la Unión Europea. La frecuencia media del genotipo susceptible (S/S) aumentó del 55,9% en el período 2004-2007 a 70,8% en 2010, mientras que la frecuencia de los genotipos portadores de la mutación en homocigosis o heterocigosis (R/R y S/R) disminuyó del 30,4 al 9,2%, los que llevan la duplicación en homocigosis o heterocigosis (RS/RS y S/RS) aumentaron levemente desde 12,8 hasta 13,3%, y los que llevan a la vez la mutación y la duplicación (R/RS) también aumentaron del 1 al 6,7%. Estos resultados son consistentes con que la duplicación del gen Ccace2 (con una copia con la mutación G328A y la otra copia no mutada) es más ventajosa que la mutación G328A por si sola, ya que la duplicación mantiene los niveles de resistencia a la vez que limita el coste biológico. Para investigar la asociación entre la resistencia a malatión y las mutaciones encontradas previamente en CcE7, hemos generado isolíneas con mutaciones específicas seleccionadas por su ubicación próxima a la entrada al centro activo de la enzima. La isolínea Sm2 (procedente de una hembra heterocigota para la mutación V96L y un macho homocigoto para el alelo no mutado) mantuvo altos niveles de resistencia a malatión, incluso después de 30 generaciones sin presión de selección. Por el contrario, la isolínea 267Y (compuesta por individuos homocigotos para la mutación L267Y) y la línea 306TY (compuesta por individuos homocigotos para la doble mutación R306T-N307Y) mostraron una reducción significativa en los niveles de resistencia. También hemos encontrado que la resistencia a malatión de la línea Sm2 fue parcialmente revertida por DEF y TPP, y que Sm2 mostró una reducción significativa en la actividad MTB, como se ha descrito en otras especies que muestran resistencia específica a malatión mediada por aliesterases. Además, fue posible asociar la presencia de la mutación V96L en individuos de la línea Sm2 con supervivencia a una concentración discriminante de malatión (5,000 ppm) y con una baja actividad MTB. Estos resultados sugieren una posible relación entre la mutación V96L en la aliesterasa CcE7 y la resistencia a malatión, aunque todavía no se puede concluir que la resistencia es causada por esta mutación, siendo necesarios más estudios para comprobar su contribución a la resistencia. En conclusión, se ha encontrado por primera vez resistencia a lambda-cihalotrina en poblaciones de campo de C. capitata, y nuestros resultados indican que las P450 son el principal mecanismo de resistencia en la línea W-1K. Esta situación se suma al caso previamente descrito de resistencia en campo a malatión asociada a la mutación G328A, a la duplicación del gen Ccace2 (una de las copias lleva la mutación G328A) y a resistencia metabólica mediada por esterasas. Nuestros resultados también indican que la alteración de la molécula diana AChE parece ser responsable de un cierto nivel de resistencia a malatión en C. capitata, que puede ser estimada como aproximadamente 25-40 veces para la mutación G328A y 40-60 veces para la duplicación; mientras que la resistencia mediada por esterasas y que ha sido asociada en este estudio con la mutación V96L en CcE7 puede conferir un efecto multiplicativo (por un factor de 5 a 10) aumentando la resistencia a malatión a 200-400 veces. Por otra parte, hemos demostrado que los insectos resistentes que llevan la duplicación tienen un coste biológico menor y muestran una estabilidad mayor que aquellos con la mutación G328A en ausencia de presión de selección con insecticidas. Esto representa un escenario en el que los genotipos con la duplicación permanecerán en el campo en frecuencias bajas a moderadas, pero podrían ser seleccionados rápidamente si se utilizan malatión u otros insecticidas que muestren resistencia cruzada. Estos resultados tienen importantes implicaciones para los programas de manejo de la resistencia, ya que el repertorio de insecticidas eficaces para el control de C. capitata es cada vez más limitado. Además, la coexistencia de múltiples mecanismos de resistencia en poblaciones de campo ofrece el potencial para desarrollar resistencia frente a otros insecticidas disponibles para el control de esta plaga. Estrategias para de manejo de la resistencia basadas en la alternancia de insecticidas con diferentes modos de acción, y su combinación con otros métodos de control, deben ser implementadas para evitar el desarrollo de resistencia en campo. ABSTRACT The Mediterranean fruit fly (Medfly), Ceratitis capitata (Wiedemann, 1824) (Diptera: Tephritidae), is one of the most economically damaging pests of citrus and other fruit crops worldwide. Control measures in citrus crops in Spain from the mid 90's to 2009 were mainly based on field monitoring of population levels and aerial and ground treatments with malathion bait sprays. However, since the withdrawal of phytosanitary products containing malathion in the European Union in 2009, lambda-cyhalothrin and spinosad have become the most widely used insecticides for the control of this pest. Resistance to malathion was found in Spanish field populations of C. capitata in 2004-2005. This resistance has been associated with a mutation G328A in the acetylcholinesterase (AChE), a duplication of the AChE gene (Ccace2) (one of the copies bearing the mutation G328A), and metabolic resistance mediated by esterases (probably aliesterases). However, when the gene of the aliesterase CcE7 was sequenced in individuals from a malathion resistant strain of C. capitata, none of the known G137D and/or W251L/S/G mutations associated to resistance in other species were found, though other mutations were detected when compared with individuals from a susceptible strain. Noteworthy, a lambda-cyhalothrin resistant strain (W-1K) was obtained by selecting a field-derived malathion resistant strain (W-4Km) with lambda-cyhalothrin. Moreover, it has also been demonstrated the capacity of this species to develop resistance to spinosad by laboratory selection. The multiple resistance mechanisms identified highlight the potential of this species to develop resistance to insecticides with different modes of action. The objectives of this PhD Thesis are: 1) to assess the susceptibility of Spanish field populations of C. capitata to lambda-cyhalothrin and to elucidate the resistance mechanisms in the W-1Kλ strain; 2) to compare the inheritance, fitness cost and stability of the malathion resistance mediated by the G328A mutation and the duplication of the Ccace2 gene (with one of the copies bearing the mutation G328A); and 3) to investigate the role of the aliesterase CcαE7 mutations in malathion resistance. All these studies will be of use for devising proactive resistance management strategies that could prevent or delay resistance development and would increase the sustainability of the insecticides available for Medfly control. Our results indicate that Spanish field populations of C. capitata have developed resistance to lambda-cyhalothrin. The LC50 values estimated for populations collected at Comunidad Valenciana, Cataluña and Andalucía ranged from 129 ppm to 287 ppm, equaling or overpassing the recommended concentration for field treatments (125 ppm). These results contrast with those obtained with three different Tunisian field populations, whose susceptibility was similar to that of the control (C) strain. The lambda-cyhalothrin resistant W-1K strain has been further selected to achieve a 205-fold resistance compared to the C strain, being its LC50 (4,224 ppm) more than 30 times higher than the recommended concentration for field applications. This resistant strain showed high levels of cross-resistance to deltamethrin (150-fold) and etofenprox (240-fold), suggesting that the development of resistance to lambda-cyhalothrin may compromise the effectiveness of other pyrethroids for the control of this species. We have shown that the resistance of the W-1K strain to lambda-cyhalothrin was almost completely suppressed by the synergist PBO, indicating that P450 enzymes play a very important role in resistance to this insecticide. However, both susceptible C and resistant W-1K flies were knocked down after topical treatment with lambda-cyhalothrin, suggesting that kdr resistance mediated by alterations of the target site is not playing a major role. Metabolic resistance mediated by P450 was further analyzed by comparing the expression of 53 genes of the families CYP4, CYP6, CYP9 and CYP12 in adults flies from the resistant W-1K and the susceptible C strains. We found that the gene CYP6A51 (GenBank accession number XM_004534804) was overexpressed (13-18-fold) in the W-1K strain. Moreover, the expression of the CYP6A51 gene was induced when adults of the W-1K and C strains were treated with lambda-cyhalothrin. However, no significant differences were obtained between susceptible C and resistant W-1K strains for the quantity of P450 and for the activity of NADPH- cytochrome c reductase measured in microsomal fractions obtained from abdomens. Moreover, we failed to correlate the metabolism of deltamethrin, analyzed in vitro by incubating this insecticide with microsomal fractions, with the resistance level against this pyrethroid observed in bioassays with W-1K. The sequencing of the 5´UTR region of the CYP6A51 gene failed in finding an alteration in the promoter region (-500 bp from translation start site) that could explain overexpression in the W-1K strain. All data obtained suggest that resistance to lambda-cyhalothrin in the W- 1K strain is mediated by P450 and that overexpression of CYP6A51 may play a major role, although further evidences are needed to establish a direct association of resistance with this gene. We have studied the inheritance, fitness cost and stability of the malathion resistance mediated by the G328A mutation and the duplication of the Ccace2 gene (with one of the copies bearing the mutation G328A). The malathion-susceptible C strain where the G328A mutation is not found (S/S genotype) was crossed with two isolines established to represent unique genotypes corresponding to the two target-site resistance mechanisms: 1) the 267Y isoline (genotype R/R) was established from a couple bearing the mutation G328A in homozygosis; and 2) the 306TY isoline (genotype RS/RS) was established from a couple being homozygous for the duplication of the Ccace2 gene. Reciprocal crosses have not been performed, since in situ hybridization on polythene chromosomes showed that the AChE locus and the duplication (most probably in tandem) are placed at the autosomal chromosome 2L. Mortality responses to malathion of resistant isolines (R/R or RS/RS) and susceptible (S/S) genotypes, F1 crosses (S/R, S/RS, and R/RS), and the back-crosses indicated that resistance to malathion is inherited as a semi-dominant trait in both cases. However, our results were not conclusive about the monogenic nature of the resistance to malathion in these isolines. Thus, we can not discard that other genes contributing to resistance, in addition to the mutation G328A (isoline 267Y) and the duplication of the Ccace2 gene (isoline 306TY), may have been selected during the selection process of 267Y and 306TY. Several biological parameters were evaluated to determine if these two malathion resistance mechanisms impose a fitness cost for resistant genotypes. Individuals with genotype R/R have a reduced fitness in terms of developmental time from egg to pupa, pupal weight and adult longevity, when compared to susceptible individuals (genotype S/S). Interestingly, the fitness cost was substantially diminished in individuals with genotype RS/RS. These differences in fitness may be related to the reduction of the catalytic efficiency of mutated AChE in individuals R/R, and the compensatory effect that the non-mutated copy of the gene has on individuals RS/RS bearing the duplication. The stability of malathion reistance associated with the mutation G328A or the duplication was analyzed by following these resistant traits in the progeny of the back-crosses S/RS x RS/RS and S/R x R/R over consecutive generations in the absence of insecticide selection pressure. Our results show that the frequency of the allele bearing the mutation G328A decreased from 67.5% at the first generation of the back-cross S/R x R/R (75% expected, assuming Mendelian segregation and that there are only two alleles: one mutated and the other non-mutated) to 12% after 10 generations. By contrast, the frequency of the duplication only declined from 75% at the first generation of the back-cross S/RS x RS/RS (75% expected, assuming Mendelian segregation and that the duplication segregates as an unique allele) to 50% in the same period, indicating that the duplication is more stable than the mutation. The presence of the mutation and the duplication was analyzed in field populations collected in six localities in 2004-2007, when malathion was still used, and compared to populations collected in the same fields in 2010, one year after the prohibition of malathion in the European Union. The average frequency of the susceptible genotype (S/S) increased from 55.9% in the period 2004-2007 to 70.8% in 2010, whereas the frequency of those genotypes carrying the mutation in homozygosis or heterozygosis (R/R and S/R) declined from 30.4 to 9.2%, those carrying the duplication in homozygosis or heterozygosis (RS/RS and S/RS) increased slightly from 12.8 to 13.3%, and those carrying both the mutation and the duplication (R/RS) also increased from 1 to 6.7%. These results are consistent with the duplication of the Ccace2 gene (with one of the copies bearing the mutation G328A and the other copy non-mutated) being more advantageous than the G328A mutation alone by maintaining resistance while restoring part of the fitness. In order to investigate the association of malathion resistance with mutations previously found in the aliesterase CcE7, we have generated isolines bearing specific mutations selected by their putative location near the upper part of the active site gorge of the enzyme. The isoline Sm2 (originating from a female heterozygous for the mutation V96L and a male homozygous for the non-mutated allele) kept high levels of resistance to malathion, even after 30 generations without selection pressure. On the contrary, the isoline 267Y (composed by individuals homozygous for the mutation L267Y) and the strain 306TY (composed by homozygous for the double mutation R306T-N307Y) showed a significant reduction in the levels of resistance. We have found also that resistance to malathion in the Sm2 isoline was partially reverted by DEF and TPP, and that Sm2 showed a significant reduction in MTB activity, as reported for other species showing malathion-specific resistance mediated by aliesterases. Besides, it was possible to associate the presence of the mutation V96L in individuals from the Sm2 isoline with both survival to a discriminating concentration of malathion (5,000 ppm) and low MTB activity. Our results point out to a possible connection betwen the mutation V96L in the aliesterase CcE7 and resistance to malathion, though we can not yet conclude that the resistance is caused by the mutation, being needed further work to understand its contribution to resistance. In conclusion, resistance to lambda-cyhalothrin has been found for the first time in field populations of C. capitata, and metabolic resistance mediated by P450 appears to be the main resistance mechanism in the resistant strain W-1K. These findings add to the previously reported case of field resistance to malathion, associated to the G328A mutation and the duplication of the Ccace2 gene (with one of the copies bearing the mutation G328A) and to metabolic resistance mediated by esterases. Our results also indicate that altered target site AChE appears to be responsible for a certain level of resistance to malathion in C. capitata, that can be estimated as about 25-40-fold for the mutation G328A and 40-60-fold for the duplication; whereas metabolic resistance mediated by esterases and associated in this study with the mutation V96L in CcE7 may confer a multiplicative effect (by a factor of 5 to10) increasing malathion resistance to 200-400-fold. Moreover, we have shown that resistant insects carrying the duplication have better fitness and exhibit a higher stability than those with the mutation G328A in the absence of insecticide pressure. This represents a scenario where genotypes with the duplication will remain in the field at low to moderate frequencies, but could be rapidly selected if malathion or other insecticides showing cross-resistance are used. These findings have important implications for resistance management programs, as the repertoire of effective insecticides for C. capitata control is becoming very limited. Besides, multiple resistance mechanisms coexisting in field populations provide the potential to develop resistance to other available insecticides for the control of this pest. Appropriate resistance management strategies based on the alternation of insecticides with different modes of action, and their combination with other control methods, must then be implemented to avoid the evolution of resistance in the field.

LED bulb lamps technical specification and testing procedure for solar home systems.

With the consolidation of the new solid state lighting LEOs devices, te5t1n9 the compliance 01 lamps based on this technology lor Solar Home Systems (SHS) have been analyzed. The definition of the laboratory procedures to be used with final products 15 a necessary step in arder to be able to assure the quality of the lamps prior to be installed [1]. As well as with CFL technology. particular attention has been given to simplicity and technical affordability in arder to facilitate the implementation of the test with basie and simple laboratory too15 even on the same SHS electrification program locations. The block of test procedures has been applied to a set of 14 low-cost lamps. They apply to lamp resistance, reliability and performance under normal, extreme and abnormal operating conditions as a simple but complete quality meter tool 01 any LEO bulb.