Desarrollo de métodos numérico-interpretativos para la realización de ensayos de bombeo

Los ensayos de bombeo son, sin lugar a dudas, una de las pruebas más fiables y de mayor interés que se hacen en el medio físico. No son pruebas estrictamente puntuales, dado que el bombeo atrae flujo desde distancias lejanas al pozo, la prueba tiene una excelente representatividad espacial. Los métodos de interpretación mediante ensayos de bombeo se empezaron a plantear en la primera mitad del pasado siglo. Con los ensayos de bombeo se puede calcular la transmisividad y coeficiente de almacenamiento de las formaciones acuíferas y suministran información sobre el tipo de acuífero, la calidad constructiva del pozo de extracción, la existencia de barreras impermeable o bordes de recarga próximos, e incluso en algunas circunstancias permiten el cálculo del área de embalse subterráneo. Desde mediados del siglo 20 existe una eficaz y abundante gama de métodos analítico-interpretativos de ensayos de bombeo, tanto en régimen permanente como transitorio. Estos métodos son ampliamente conocidos y están muy experimentados a lo largo de muchos países, sin embargo, hoy día, podrían utilizarse modelos de flujo para la interpretación, logrando la misma fiabilidad e incluso mejores posibilidades de análisis. Muchos ensayos que no pueden interpretarse porque las configuraciones del medio son demasiado complejas y no están disponibles, o no es posible, el desarrollo de métodos analíticos, tienen buena adaptación y en ocasiones muy fácil solución haciendo uso de los métodos numéricos de simulación del flujo. En esta tesis se ha buscado una vía de interpretar ensayos de bombeo haciendo uso de modelos de simulación del flujo. Se utiliza el modelo universal MODFLOW del United States Geological Survey, en el cual se configura una celda de simulación y mallado particularmente adecuados para el problema a tratar, se valida con los métodos analíticos existentes. Con la célula convenientemente validada se simulan otros casos en los que no existen métodos analíticos desarrollados dada la complejidad del medio físico a tratar y se sacan las oportunas conclusiones. Por último se desarrolla un modelo específico y la correspondiente aplicación de uso general para la interpretación numérica de ensayos de bombeo tanto con las configuraciones normales como con configuraciones complejas del medio físico. ABSTRACT Pumping tests are, without doubt, one of the most reliable and most interesting tests done in the physical environment. They are not strictly anecdotal evidence, since pumping flow attracts from far distances to the well, the test has excellent spatial representation. Methods of interpretation by pumping tests began to arise in the first half of last century. With pumping tests, can be calculated transmissivity and storage coefficient of the aquifer formations, and provide information on the type of aquifer, the construction quality of the well, the existence of waterproof barriers or borders next recharge, and even in some circumstances allow calculating the area of underground reservoir. Since the mid-20th century there is effective and abundant range of analytical interpretative pumping tests, both in steady state and transient methods. These methods are very widely known and experienced over many countries, however, nowadays, may flow models used for interpretation, obtaining equally reliable or even better possibilities for analysis. Many trials cannot be interpreted as environmental settings are too complex and are not available, or not possible, the development of analytical methods, have good adaptation and sometimes very easily solved using numerical flow simulation methods. This thesis has sought a way to interpret pumping tests using flow simulation models. MODFLOW universal model of United States Geological Survey, in which a simulation cell and meshing particularly suitable for the problem to be treated, is validated with existing analytical methods used is set. With suitably validated cell other cases where there are no analytical methods developed given the complexity of the physical environment to try and draw appropriate conclusions are simulated. Finally, a specific model and the corresponding application commonly used for numerical interpretation of pumping tests both with normal settings as complex configurations of the physical environment is developed.

Nuevas tendencias en el proyecto de buques cableros

Esta tesis tiene como objetivo actualizar los criterios de proyecto de los buques cableros, analizando las nuevas tendencias en el uso de este tipo de barcos. Se estudian las operaciones realizadas para la instalación y reparación de los cables submarinos. Del estudio de estas técnicas se extraen unos requisitos para el proyecto. Se comprueba cómo han evolucionado a lo largo de la historia las características de los buques cableros. Comparando esta evolución con las características necesarias extraídas del estudio de las operaciones de cables, se concluyen los aspectos fundamentales a tener en cuenta por los ingenieros navales en el proyecto de estos buques cableros. Se presentan: datos concretos para el dimensionamiento, equipamiento, distribución y disposición general; soluciones utilizadas y desarrolladas por el autor para la configuración del manejo del cable de tiro del arado submarino; y se propone una disposición general más acorde con las necesidades modernas de uso de estos barcos. Todo está basado en la experiencia del autor de más de 20 años operando buques cableros de la empresa Transoceanic Cableship Company, Ltd.1 y TE Conectivity SubCom SL (antes TEMASA2), ambas filiales de la empresa norteamericana de telecomunicaciones submarinas TE SubCom, por ello su utilidad práctica queda garantizada. ABSTRACT The goal of this thesis is to update the design criteria applied to cableships by analyzing the new trends in the use of this type of ships. The methods of procedure for the installation and repair of fiber optic submarine cables are also explored. The study of these techniques draws conclusions regarding the design requirements. The evolution of the characteristics of the cableships throughout the history is also approached. The primary aspect that has to be taken into account by the naval architect is also stated, when comparing the evolution and the necessary requirements extracted from the study of cable operations. Specific data for dimensioning, outfitting, distribution and arrangement are presented, as well as solutions found and developed by the author for the tow wire handling configuration. Furthermore, a new general arrangement more in line with the modern needs for the purpose of these ships is suggested. Everything is based in the author´s experience of over twenty years in the operation of cableships owned by Transoceanic Cableship Company Ltd. and TE Connectivity SubCom SL (formerly called TEMASA), both subsidiaries of the US based company TE SubCom. For this reason, the practical value of the study is guaranteed.

Estudio de las distribuciones tensionales y de las resistencias de los rellenos de pasta de la mina subterránea de Aguas Teñidas (Huelva)

This thesis presents the study carried out at an underground mine to understand the stress distribution in the paste fills and to calculate the stability of the paste walls in the primary and secondary stopes. The mine is operated using sublevel stopes and fan blasting. The primary and secondary stopes are 20m wide, 30m high and between 20 and 60m long. Three-dimensional numerical models designed with the FLAC 3D software programme are used to study the distribution of the vertical stresses in the paste walls exposed in the primary and secondary stopes, and their evolution as the mining advance increases. The numerical models have demonstrated that an arc-like effect is produced in the paste fills of the primary stopes, that is, those which have either lateral walls in mineral or rock. This effect relieves the vertical stresses and increases the stability of the exposed paste wall fill. From the study, it is deduced that in this type of stope, the fill stability can be calculated using the formula established by Mitchell, (Mitchell, Olsen, and Smith 1982, 14-28). Based on the results of the numerical models, in the 30m high secondary stopes, the arc effect starts to be evident only in paste walls with a width/height ratio lower than 0.7. 3-D calculations show that the use of Mitchell formula may be risky when estimating the fill stability in secondary stopes. Therefore, in these cases, the traditional two-dimensional method for calculating the stability of vertical slopes on cohesive saturated soils in the short term should be used. However this method may give conservative results for paste walls in secondary stopes with a width/height ratio below 0.5. RESUMEN Esta Tesis presenta el estudio realizado en la mina subterránea de Aguas Teñidas (Huelva, España) para comprender la distribución de tensiones en los rellenos de pasta y calcular la estabilidad de las paredes de pasta en las cámaras primarias y secundarias. El método de explotación utilizado en esta mina es el de cámaras con subniveles y voladura en abanico. Las cámaras primarias y secundarias tienen una anchura de 20 m, una altura de 30 m y una longitud variable entre 20 y 60 m. Mediante modelos numéricos tridimensionales realizados con el programa FLAC 3D se ha estudiado la distribución de las tensiones verticales en las paredes de pasta que quedan expuestas en las cámaras primarias y secundarias, y su evolución a medida que aumenta la superficie explotada. La modelización numérica ha puesto de manifiesto que se produce efecto arco en los rellenos de pasta de las cámaras primarias, o sea, aquellas que tienen ambos hastiales en mineral o en roca. Este efecto aligera las tensiones verticales y aumenta la estabilidad del relleno de la pared de pasta expuesta. De acuerdo con los resultados de los modelos numéricos, en las cámaras secundarias de 30 m de alto, el efecto arco empieza a manifestarse solamente en las paredes de pasta de relación anchura/altura menor de 0,7. Los cálculos realizados en tres dimensiones indican que la fórmula de Mitchell (Mitchell, Olsen, y Smith 1982, 14-28) puede resultar arriesgada para estimar la estabilidad del relleno en este tipo de cámaras. Por consiguiente, se recomienda utilizar en estos casos el método que tradicionalmente se ha empleado para calcular la estabilidad de taludes verticales en suelos cohesivos a corto plazo, en dos dimensiones. Aunque este método puede resultar conservador para paredes de pasta de cámaras secundarias con una relación anchura/altura inferior a 0,5. Para usar relleno de pasta para el sostenimiento en minería subterránea hay que tener en cuenta el cálculo de los parámetros de diseño, optimización de la mezcla, cualidades de bombeo y la operación de transporte al interior de la mina. Los gastos de ésta operación minera son importantes ya que pueden representar hasta de 20%.

Regulation of the Actin Cytoskeleton by Thrombin in Human Endothelial Cells: Role of Rho Proteins in Endothelial Barrier Function

Endothelial barrier function is regulated at the cellular level by cytoskeletal-dependent anchoring and retracting forces. In the present study we have examined the signal transduction pathways underlying agonist-stimulated reorganization of the actin cytoskeleton in human umbilical vein endothelial cells. Receptor activation by thrombin, or the thrombin receptor (proteinase-activated receptor 1) agonist peptide, leads to an early increase in stress fiber formation followed by cortical actin accumulation and cell rounding. Selective inhibition of thrombin-stimulated signaling systems, including Gi/o (pertussis toxin sensitive), p42/p44, and p38 MAP kinase cascades, Src family kinases, PI-3 kinase, or S6 kinase pathways had no effect on the thrombin response. In contrast, staurosporine and KT5926, an inhibitor of myosin light chain kinase, effectively blocked thrombin-induced cell rounding and retraction. The contribution of Rho to these effects was analyzed by using bacterial toxins that either activate or inhibit the GTPase. Escherichia coli cytotoxic necrotizing factor 1, an activator of Rho, induced the appearance of dense actin cables across cells without perturbing monolayer integrity. Accordingly, lysophosphatidic acid, an activator of Rho-dependent stress fiber formation in fibroblasts, led to reorganization of polymerized actin into stress fibers but failed to induce cell rounding. Inhibition of Rho with Clostridium botulinum exoenzyme C3 fused to the B fragment of diphtheria toxin caused loss of stress fibers with only partial attenuation of thrombin-induced cell rounding. The implication of Rac and Cdc42 was analyzed in transient transfection experiments using either constitutively active (V12) or dominant-interfering (N17) mutants. Expression of RacV12 mimicked the effect of thrombin on cell rounding, and RacN17 blocked the response to thrombin, whereas Cdc42 mutants were without effect. These observations suggest that Rho is involved in the maintenance of endothelial barrier function and Rac participates in cytoskeletal remodeling by thrombin in human umbilical vein endothelial cells.

Particle components of dark matter

Particle candidates for astrophysical dark matter are reviewed, with particular emphasis on the lightest supersymmetric particle and the axion. The former is now constrained by accelerator experiments to have a mass above about 40 GeV, and ongoing searches at accelerators, in space, and in underground experiments have a good chance to detect it. A reevaluation of the constraint on the axion from supernova 1987a leaves open an interesting window where it may be detected if it constitutes the galactic halo.

The metabolic implications of intracellular circulation

Two views currently dominate research into cell function and regulation. Model I assumes that cell behavior is quite similar to that expected for a watery bag of enzymes and ligands. Model II assumes that three-dimensional order and structure constrain and determine metabolite behavior. A major problem in cell metabolism is determining why essentially all metabolite concentrations are remarkably stable (are homeostatic) over large changes in pathway fluxes—for convenience, this is termed the [s] stability paradox. For muscle cells, ATP and O2 are the most perfectly homeostatic, even though O2 delivery and metabolic rate correlate in a 1:1 fashion. In total, more than 60 metabolites are known to be remarkably homeostatic in differing metabolic states. Several explanations of [s] stability are usually given by traditional model I studies—none of which apply to all enzymes in a pathway, and all of which require diffusion as the means for changing enzyme–substrate encounter rates. In contrast, recent developments in our understanding of intracellular myosin, kinesin, and dyenin motors running on actin and tubulin tracks or cables supply a mechanistic basis for regulated intracellular circulation systems with cytoplasmic streaming rates varying over an approximately 80-fold range (from 1 to >80 μm × sec−1). These new studies raise a model II hypothesis of intracellular perfusion or convection as a primary means for bringing enzymes and substrates together under variable metabolic conditions. In this view, change in intracellular perfusion rates cause change in enzyme–substrate encounter rates and thus change in pathway fluxes with no requirement for large simultaneous changes in substrate concentrations. The ease with which this hypothesis explains the [s] stability paradox is one of its most compelling features.

Identification of Two Type V Myosins in Fission Yeast, One of Which Functions in Polarized Cell Growth and Moves Rapidly in the Cell

We characterized the novel Schizosaccharomyces pombe genes myo4+ and myo5+, both of which encode myosin-V heavy chains. Disruption of myo4 caused a defect in cell growth and led to an abnormal accumulation of secretory vesicles throughout the cytoplasm. The mutant cells were rounder than normal, although the sites for cell polarization were still established. Elongation of the cell ends and completion of septation required more time than in wild-type cells, indicating that Myo4 functions in polarized growth both at the cell ends and during septation. Consistent with this conclusion, Myo4 was localized around the growing cell ends, the medial F-actin ring, and the septum as a cluster of dot structures. In living cells, the dots of green fluorescent protein-tagged Myo4 moved rapidly around these regions. The localization and movement of Myo4 were dependent on both F-actin cables and its motor activity but seemed to be independent of microtubules. Moreover, the motor activity of Myo4 was essential for its function. These results suggest that Myo4 is involved in polarized cell growth by moving with a secretory vesicle along the F-actin cables around the sites for polarization. In contrast, the phenotype of myo5 null cells was indistinguishable from that of wild-type cells. This and other data suggest that Myo5 has a role distinct from that of Myo4.

Reproductive cooperation between queens and their mated workers: the complex life history of an ant with a valuable nest.

The life history of Harpegnathos saltator is exceptional among ants because both queens and workers reproduce sexually. Recently mated queens start new colonies alone, but later some of the offspring workers also become inseminated and take over the egg-laying role. This alternation seems associated with the existence of very complex underground nests, which are designed to survive floods. Longevity of ponerine queens is low (a consequence of limited caste dimorphism in this "primitive" subfamily), and upon the death of an H. saltator foundress, the nest represents a substantial investment. The queen's progeny should thus be strongly selected to retain the valuable nests. Unlike the flying queens, the workers copulate with males from their own colonies, and, thus, their offspring are expected to be highly related to the foundress. Colony fission appears not to occur because a daughter fragment would lack an adequate nest for protection. Thus, the annual production of queens in colonies with reproductive workers remains essential for the establishment of new colonies. This contrasts with various other ponerine species in which the queens no longer exist.

Nuevas tecnologías y participación política en tiempos de globalización

Lo primero que se encontrará el lector y lectora en este cuadernillo es una breve y esquemática aproximación o contextualización histórica al uso de las redes telemáticas en política (2). Decía Wright Mills que “muchas veces tenemos que estudiar la historia para librarnos de ella”. De esta forma, una vez enmarcados y ubicados nuestros principales protagonistas, podemos olvidarnos (temporalmente) de esa historia que los ha llevado hasta donde ahora estamos. Además, en este trabajo hemos preferido optar por ecamino empírico, aquel que busca y encuentra casos prácticos a cada paso y que iluminan la senda. Muchas teorizaciones yerran sus análisis o profecías por apresurarse a afirmar categóricamente sin mirar fuera. Nosotros hemos optado por observar de cerca y quedarnos con muchos de los procesos que están, actualmente, en marcha. Es por ello que hemos dedicado gran parte de nuestra aportación a describir algunos casos que hemos valorado como relevantes: el tipo de acceso de las organizaciones sociales a las nuevas tecnologías (3.1), las movilizaciones contra la guerra y el papel de Internet en ellas (3.2) y la aparición de un nuevo movimiento social, los hackers (3.3). A continuación introducimos una pequeña encuesta de producción propia (4) que nos permitirá comparar con otros estudios realizados y sacar alguna conclusión tal vez aventurada. Finalmente dedicamos una parte considerable del estudio (5) a eso que se ha venido denominando la antiglobalización (los movimientos de resistencia a la globalización capitalista) y, en concreto, al papel de un recurso telemático nuevo y sumamente interesante, Indymedia (6), que aparece como complemento de los movimientos antes señalados. La intención final no es otra que obtener una radiografía aproximada de qué pasa y qué se mueve por las fibras y los cables de las redes que nos surcan y surcamos.

Everything in di Dark Muss Come to Light: A Postcolonial Investigation of the Practice of Extra Lessons at the Secondary Level in Jamaica's Education System

Despite the vast research examining the evolution of Caribbean education systems, little is chronologically tied to the postcolonial theoretical perspectives of specific island-state systems, such as the Jamaican education system and its relationship with the underground shadow education system. This dissertation study sought to address the gaps in the literature by critically positioning postcolonial theories in education to examine the macro- and micro-level impacts of extra lessons on secondary education in Jamaica. The following postcolonial theoretical (PCT) tenets in education were contextualized from a review of the literature: (a) PCT in education uses colonial discourse analysis to critically deconstruct and decolonize imperialistic and colonial representations of knowledge throughout history; (b) PCT in education uses an anti-colonial discursive framework to re-position indigenous knowledge in schools, colleges, and universities to challenge hegemonic knowledge; (c) PCT in education involves the "unlearning" of dominant, normative ideologies, the use of self-reflexivity, and deconstruction; and (d) PCT in education calls for critical pedagogical approaches that reject the banking concept of education and introduces inclusive pedagogy to facilitate "the passage from naïve to critical transitivity" (Freire, 1973, p. 32). Specifically, using a transformative mixed-methods design, grounded and informed by a postcolonial theoretical lens, I quantitatively uncovered and then qualitatively highlighted how if at all extra lessons can improve educational outcomes for students at the secondary level in Jamaica. Accordingly, the quantitative data was used to test the hypotheses that the practice of extra lessons in schools is related to student academic achievement and the practice of critical-inclusive pedagogy in extra lessons is related to academic achievement. The two-level hierarchical linear model analysis revealed that hours spent in extra lessons, average household monthly income, and critical-inclusive pedagogical tents were the best predictors for academic achievement. Alternatively, the holistic multi-case study explored how extra-lessons produces increased academic achievement. The data revealed new ways of knowledge construction and critical pedagogical approaches to galvanize systemic change in secondary education. Furthermore, the data showed that extra lessons can improve educational outcomes for students at the secondary level if the conditions for learning are met. This study sets the stage for new forms of knowledge construction and implications for policy change.

Modelo tridimensional em elementos finitos para a análise de cabo umbilical STU submetido ao carregamento de crushing.

Este trabalho desenvolve e apresenta um modelo tridimensional em elementos finitos de um cabo umbilical do tipo STU (Steel Tube Umbilical) utilizado na extração offshore de petróleo. Tal modelo é utilizado para estudar o carregamento de crushing, que é imposto ao cabo umbilical pelas sapatas do tensionador durante o seu lançamento, de modo a obter de forma detalhada a distribuição de tensões nos componentes do núcleo, com foco nos tubos de aço utilizados para o transporte de fluidos. A metodologia empregada no desenvolvimento do modelo é descrita detalhadamente ao longo do trabalho, de forma que possa vir a ser utilizada no estudo de outras configurações de cabos umbilicais. O modelo elaborado é utilizado (i) como paradigma para a validação de um modelo bidimensional, que visa analisar o mesmo problema de forma mais simples e rápida, e (ii) para o estudo do comportamento das tensões nos tubos de aço na região de transição de entrada/saída da sapata. Na comparação entre os modelos bi e tridimensional, o trabalho conclui pela validade do modelo bidimensional na avaliação das tensões nos tubos de aço resultantes do carregamento de crushing, na região central do cabo. O estudo realizado na região de transição de entrada/saída da sapata permitiu verificar que ocorre um aumento dos níveis de tensão nos tubos de aço nessas regiões de transição, com redistribuição do campo de tensões após plastificação.

Relationship between piezometric level and ground deformations measured by means of DInSAR in the Vega Media of the Segura River (Spain)

Differential SAR Interferometry (DInSAR) is a remote sensing method with the well demonstrated ability to monitor geological hazards like earthquakes, landslides and subsidence. Among all these hazards, subsidence involves the settlement of the ground surface affecting wide areas. Frequently, subsidence is induced by overexploitation of aquifers and constitutes a common problem that affects developed societies. The excessive pumping of underground water decreases the piezometric level in the subsoil and, as a consequence, increases the effective stresses with depth causing a consolidation of the soil column. This consolidation originates a settlement of ground surface that must be withstood by civil structures built on these areas. In this paper we make use of an advanced DInSAR approach - the Coherent Pixels Technique (CPT) [1] - to monitor subsidence induced by aquifer overexploitation in the Vega Media of the Segura River (SE Spain) from 1993 to the present. 28 ERS-1/2 scenes covering a time interval of about 10 years were used to study this phenomenon. The deformation map retrieved with CPT technique shows settlements of up to 80 mm at some points of the studied zone. These values agree with data obtained by means of borehole extensometers, but not with the distribution of damaged buildings, well points and basements, because the occurrence of damages also depends on the structural quality of the buildings and their foundations. The most interesting relationship observed is the one existing between piezometric changes, settlement evolution and local geology. Three main patterns of ground surface and piezometric level behaviour have been distinguished for the study zone during this period: 1) areas where deformation occurs while ground conditions remain altered (recent deformable sediments), 2) areas with no deformation (old and non-deformable materials), and 3) areas where ground deformation mimics piezometric level changes (expansive soils). The temporal relationship between deformation patterns and soil characteristics has been analysed in this work, showing a delay between them. Moreover, this technique has allowed the measurement of ground subsidence for a period (1993-1995) where no instrument information was available.

Forensic analysis of buildings affected by mining subsidence based on Differential Interferometry (Part III)

This work presents a forensic analysis of buildings affected by mining subsidence, which is based on deformation data obtained by Differential Interferometry (DInSAR). The proposed test site is La Union village (Murcia, SE Spain) where subsidence was triggered in an industrial area due to the collapse of abandoned underground mining labours occurred in 1998. In the first part of this work the study area was introduced, describing the spatial and temporal evolution of ground subsidence, through the elaboration of a cracks map on the buildings located within the affected area. In the second part, the evolution of the most significant cracks found in the most damaged buildings was monitored using biaxial extensometric units and inclinometers. This article describes the work performed in the third part, where DInSAR processing of satellite radar data, available between 1998 and 2008, has permitted to determine the spatial and temporal evolution of the deformation of all the buildings of the study area in a period when no continuous in situ instrumental data is available. Additionally, the comparison of these results with the forensic data gathered in the 2005–2008 period, reveal that there is a coincidence between damaged buildings, buildings where extensometers register significant movements of cracks, and buildings deformation estimated from radar data. As a result, it has been demonstrated that the integration of DInSAR data into forensic analysis methodologies contributes to improve significantly the assessment of the damages of buildings affected by mining subsidence.

Medidas de radón en espacios de trabajo subterráneos del Campus de la Universidad de Alicante

Las medidas del gas radiactivo radón en lugares de trabajo subterráneos del Campus de la Universidad de Alicante fueron realizadas mediante dispositivos E-PERM® de corto plazo durante el invierno de 2010 y el verano de 2011. Las concentraciones de radón obtenidas muestran valores máximos de 73,8 Bq/m3 en invierno y 84,0 Bq/m3 en verano, así como una media aritmética de 30,3 Bq/m3. Aunque no se abordan concentraciones medias anuales, todos los resultados se encuentran por debajo de los valores recogidos en la Recomendación 90/143/EURATOM de la Comisión Europea relativa a la protección de la población contra los peligros de una exposición al radón en el interior de edificios así como los establecidos por la Instrucción IS-33 del Consejo de Seguridad Nuclear en lugares de trabajo, contribuyendo a la evaluación de la distribución de radón a nivel nacional y prestando atención a los problemas que este gas puede ocasionar en espacios subterráneos.

Importancia de la caracterización de la masa de raíces en la simulación de ecosistemas forestales

Los análisis de sensibilidad son una herramienta importante para comprender el funcionamiento de los modelos ecológicos, así como para identificar los parámetros más importantes en su funcionamiento. Además, los análisis de sensibilidad pueden utilizarse para diseñar de forma más efectiva planes de muestreo de campo dirigidos a calibrar los modelos ecológicos. En los estudios de ecosistemas forestales, el análisis cuantitativo de la parte subterránea es mucho más costoso y complicado que el estudio de la parte aérea, en especial el estudio de la dinámica de producción y descomposición de raíces gruesas y finas de los árboles. En este trabajo se muestra un ejemplo de análisis de sensibilidad del modelo forestal FORECAST a parámetros que definen la biomasa, longevidad y concentración de nitrógeno en las raíces de los árboles. El modelo se calibró para simular dos rodales de pino silvestre (Pinus sylvestris) en los Pirineos de Navarra. Los resultados indican que la tasa de renovación de raíces finas es el parámetro más influyente en las estimaciones del modelo de crecimiento de los árboles, seguida de la concentración de N en las mismas, siendo la relación biomasa subterránea/total el parámetro al cual el modelo es menos sensible. Además, el modelo es más sensible a los parámetros que definen el componente subterráneo de la biomasa arbórea cuando simula un sitio de menor capacidad productiva y mayor limitación por nutrientes.