Fernando García Mercadal y el Movimiento Moderno

La tesis plantea el estudio de la figura de Fernando García Mercadal (1896- 1985) y su obra, en el contexto del proyecto moderno perteneciente a la racionalidad teórica colectiva de la segunda generación del Movimiento Moderno en Europa, y explora la vida y circunstancias de un arquitecto que aunque nacido en el XIX, trajo la modernidad a España. El Movimiento Moderno en España, se articula en las décadas de los años 20 y 30 a través del GATEPAC y un grupo de arquitectos racionalistas en Madrid que Carlos Flores denomina Generación del 1925. Fernando García Mercadal, primero de su promoción en 1921 y pensionado en Roma, pertenece a ambos y pronto se convierte junto con Josep Lluis Sert, en una de las figuras más relevantes del panorama moderno español. Único miembro fundador del GATEPAC que había nacido en el siglo XIX, publica habitualmente en la revista AC (1931-1937), y en la revista Arquitectura desde 1920. Organiza en la Residencia de Estudiantes, entre 1928 y 1932, un famoso ciclo de Conferencias que imparten Le Corbusier, Mendelsohn, Van Doesburg, Gropius y Giedion. También asiste a la reunión constituyente de los CIAM en La Sarraz en 1928, al CIAM II en Frankfurt en 1929 y al CIAM III en Bruselas en 1930. Fue profesor en la Escuela de Arquitectura de Madrid y Arquitecto Jefe de la Oficina de Urbanismo y de Parques y Jardines del Ayuntamiento de Madrid, cargo al que accede por oposición en 1932. Tras la guerra fue depurado e inhabilitado profesionalmente, hasta que en 1946 comienza a trabajar en el Departamento de Arquitectura del I.N.P. donde continúa hasta los años 70. En 1979 es nombrado Académico de número de la Real Academia de Bellas Artes de San Fernando y muere en Madrid en 1985. Estos son los datos conocidos y aunque en la tesis se aportan nuevos datos inéditos, es en las premisas para su interpretación donde este trabajo de investigación pone el acento. En la historiografía de nuestra arquitectura moderna, pervive una tendencia a suponer una desconexión entre la vanguardia arquitectónica en los años 20 y 30 y el movimiento moderno internacional. El manto de silencio que cayó sobre la generación anterior a la guerra, una vez terminada esta, contribuye a reforzar la idea, cuyo origen y causas exceden el ámbito de trabajo, aunque se tratarán tangencialmente por ser ineludible hacerlo. La tesis pone en cuestión ese planteamiento desde el convencimiento fundamentado en los datos y en la consulta de fuentes originales, que la arquitectura española anterior a la guerra, aun con las circunstancias particulares del país, estuvo en sintonía con la europea, siendo esta la hipótesis de partida de la investigación. Las aportaciones más significativas que, a mi entender, presenta la tesis doctoral, y tienen mayor originalidad, son las siguientes; 1.Puesta en valor de la arquitectura de FGM, antes y después de la guerra, abandonando la idea de su supuesta renuncia a las ideas modernas a partir de los 30; 2. Puesta en valor, con aportación de datos concretos, de la Intensa relación mantenida por FGM y otros arquitectos españoles del Movimiento Moderno con los arquitectos de igual tendencia en el resto de Europa, a través de contactos recíprocos y continuos; 3. Estudio de la obra de FGM en el marco del Movimiento Moderno como una nueva arquitectura basada no tanto en la epidermis, como en una forma de hacer y encarar los problemas donde el proceso es tan importante como el resultado; con el Urbanismo como una nueva ciencia, y con el desarrollo de nuevos programas funcionales acordes a las necesidades de la sociedad contemporánea como el Rincón de Goya y el Hospital de Zaragoza. Se manejan tres métodos de trabajo. Los dos primeros aportan un nuevo enfoque al análisis crítico de FGM y su obra, situándole en el contexto internacional, además del español. El tercero, de carácter instrumental, permite el manejo y sistematización de la documentación. El primer método, consiste en aplicar el criterio generacional de Pevsner o Giedion entre otros, al Movimiento Moderno en España, situando a Fernando García Mercadal como arquitecto de la segunda generación, para hacer un análisis crítico comparativo de su trayectoria con otros arquitectos europeos de la misma, que permita establecer semejanzas y diferencias. El segundo método, complementario al anterior, consiste en estudiar las relaciones internacionales de FGM con las figuras más próximas a él y sus posibles influencias. Por último, y en relación con la documentación de obras y proyectos, se manejan a su vez dos criterios. Para la obra completa, y debido a la inexistencia de originales del Legado García Mercadal, se utiliza con carácter general el material ya publicado, disperso en libros y revistas. En el caso de las cinco obras seleccionadas, se completa con búsqueda en archivos, toma de datos in situ actualizados cuando es posible, y una recopilación de su repercusión en prensa escrita de su momento. ABSTRACT This research study focuses on Fernando Garcia Mercadal (1896-1985) and his work in the context of the Modern project as part of the collective theoretical rationality of the second generation of European Modern architecture. It explores the life and circumstances of the architect, who even though born in 19th century introduced Modern architecture in Spain. Modern architecture (Modern Movement) in Spain covered two decades between 20's and 30's through GATEPAC and a group of rationalists in Madrid that Carlos Flores named “generation of '25”. Fernando Garcia Mercadal, top of his class in 1921 and granted with the scholarship in Rome, belonged to both groups and early in his career he became, along with Josep Lluis Sert, one of the most relevant figures of Modern Architecture in Spain. He was the only member of GATEPAC who was born in 19th century. He frequently published on the magazine “AC” (1931-1937) and on “Arquitecture” magazine since 1920. He organized a series of famous lectures at “Residencia de Estudiantes” (Madrid) between 1928 and 1932 in which Le Corbusier, Mendelsohn, Van Doesburg, Gropius or Giedion took part. He was a member of the constituent meeting of CIAM in La Sarraz in 1928, CIAM II in Frankfurt in 1929 and CIAM III in Brussels in 1930. Mercadal was a teacher at Escuela de Arquitectura de Madrid and the Chief of the Urban Planning, Parks and Gardens Office of the Council of Madrid. He earned his position by public examination in 1932. After the civil war he was disqualified professionally until 1946, when he started working at the Architecture Department at INP until 70's. In 1979 he was elected as an academic member of “Real Academia de Bellas Artes de San Fernando” and later died in 1985. These are the well-known facts and even though this research study provides unpublished facts, it focuses on the premises to interpret them. Throughout the historiographical discourse of Spanish Modern architecture there is a tendency to assume a disconnection between the Avant-garde architecture movements in 20's and 30's and International Modern architecture (Modern Movement). The generation preceding the war remained silent in regard to this issue and once the war was over, they contributed to support the disconnection. The origin and cause exceed the frame of this work, even though they are incidentally commented due to its importance. This research study questions the approach explained above, based on the facts and the original sources. Its first hypothesis states that Spanish architecture before the civil war was, under its own circumstances, in tune with European architecture. The most important and original contributions of this research study are the following under my point of view: 1. To highlight the architecture of FGM, before and after the war, leaving behind his reputed withdrawal of Modernity after 30's; 2. To highlight the intense relationship between FGM and other Modern Spanish architects and other European architects sharing the same ideas, providing detailed facts; 3. Study of FGM's work in the context of Modern architecture as a new architecture based on its know-how and the way problems are faced. The process is as important as the result, not so much based on the dermis; with urban planning as the new science and with the development of the new functional programs based on the needs of contemporary society as in Rincón de Goya or Hospital de Zaragoza. Three work methods are used. The first two add a new vision of the critical analysis related to FGM and his work, positioning him in the international context in addition to Spain. The third is used as an instrument to manage and systematize the documentation. The first method applies the generational criteria of Pevsner or Giedion (among others) to Modern architecture in Spain, positioning Fernando Garcia Mercadal as a second generation architect. A critical-comparative analysis of his career and contemporary European architects is made to establish similarities and differences. The second method is complementary to the previous one and studies the international relationships of FGM with other recognised architects that were close to him and their possible influences. At last, in relation to his works and projects, two methods are used. For the complete works, due to the lack of originals, published material found on magazines and books is used as the source. In the case of the five selected buildings, it is complemented with archive search, onsite data collection when possible and the impact on the press at that moment.

Un lugar entre la tierra y las estrellas. Luces y sombras en la Torre Einstein

La torre Einstein se erige en 1921 en el Telegraphsberg de Potsdam con un único objetivo: la demostración empírica (o refutación) de las bases de la Teoría de la Relatividad enunciada por Albert Einstein. Establecida ya desde su origen como un monumento, que el tiempo ha consolidado como icono de una incipiente vanguardia, la Torre Einstein es, a su vez, la historia de un triple fracaso. El presente artículo describe este primer proyecto de Erich Mendelsohn, no tanto como la apertura de una carrera profesional, sino como el necesario cierre de la vía iniciada con sus anteriores dibujos de guerra.

Case-Study Schorlemerallee: intervención en el patrimonio residencial moderno. La Versuchsiedlung (colonia experimental) de Wassili y Hans Luckhardt y Alfons Anker en Berlín 1924-30

La Versuchssiedlung (Colonia experimental de viviendas) de Schorlemerallee (Berlin-Dahlem) proyectada y construida entre los años 1924 y 1930 por los hermanos Wassili y Hans Luckhardt con Alfons Anker, es un proyecto personal basado en la investigación sobre distintas técnicas constructivas, sus posibilidades, condicionantes y limitaciones. La Colonia Experimental reúne en un espacio relativamente reducido todo un campo de investigación de sistemas constructivos que permitieron a sus autores (y nos permiten a nosotros) el análisis comparado. Por otra parte la evolución de las viviendas a través de los años, y los distintos acontecimientos y circunstancias históricas que han atravesado (incluyendo una guerra mundial, una dura posguerra y numerosas alteraciones y modificaciones), con resultados muy diversos hasta llegar a su estado actual, son una oportunidad única, una espléndida muestra espectográfica del estado, posibilidades y problemas a la hora de abordar la intervención en el patrimonio residencial moderno

Comparison and Assessment of Two Emission inventories for the Madrid Region

Emission inventories are databases that aim to describe the polluting activities that occur across a certain geographic domain. According to the spatial scale, the availability of information will vary as well as the applied assumptions, which will strongly influence its quality, accuracy and representativeness. This study compared and contrasted two emission inventories describing the Greater Madrid Region (GMR) under an air quality simulation approach. The chosen inventories were the National Emissions Inventory (NEI) and the Regional Emissions Inventory of the Greater Madrid Region (REI). Both of them were used to feed air quality simulations with the CMAQ modelling system, and the results were compared with observations from the air quality monitoring network in the modelled domain. Through the application of statistical tools, the analysis of emissions at cell level and cell – expansion procedures, it was observed that the National Inventory showed better results for describing on – road traffic activities and agriculture, SNAP07 and SNAP10. The accurate description of activities, the good characterization of the vehicle fleet and the correct use of traffic emission factors were the main causes of such a good correlation. On the other hand, the Regional Inventory showed better descriptions for non – industrial combustion (SNAP02) and industrial activities (SNAP03). It incorporated realistic emission factors, a reasonable fuel mix and it drew upon local information sources to describe these activities, while NEI relied on surrogation and national datasets which leaded to a poorer representation. Off – road transportation (SNAP08) was similarly described by both inventories, while the rest of the SNAP activities showed a marginal contribution to the overall emissions.

Analysis and comparison of the national and regional emission inventories for the Greater Madrid Region through air quality simulations

Este trabajo presenta un análisis y una metodología para la armonización de inventarios de emisiones utilizados en modelos de calidad del aire.

Láminas plegadas de hormigón armado. Realizaciones en España

Las estructuras de hormigón conformadas mediante láminas plegadas, constituyeron una variante de las láminas o cáscaras en general que llegó a formar un cierto campo o apartado propio dentro de las anteriores. El ingeniero americano Kimberly (Waggle) Kramer se refirió a ellas como un auténtico movimiento surgido en un breve plazo de tiempo hacia finales de los 50, desarrollado en pocos años y prácticamente extinguido a comienzos de los 70. Efectivamente sus más interesantes realizaciones caen dentro de este estrecho periodo. No obstante, y pese a la conciencia de su importancia, muy pocos son los estudios o trabajos realizados hasta ahora sobre las estructuras y edificaciones notables realizadas mediante láminas plegadas. En esta ponencia concreta se propone abordar el caso español y analizar y comparar los ejemplos existentes más importantes en que se empleó este tipo de estructuras. Aunque no es fácil saber el número total de las realizadas en España, puede suponerse a partir de las que se tiene constancia por su publicación que no fueron en absoluto numerosas. Las más destacables constituyen un pequeño conjunto que en general ha pasado desapercibido y cuyo estudio comparado se propone en esta ponencia. Aparte de su singularidad dentro del panorama español de aquellos años, sería destacable también su variación, ya que casi cada una plantea un caso particular y una cierta tipología acorde con el problema planteado. En cuanto a sus autores, y aunque es cierto que no realizó ninguna de estas estructuras en nuestro país, es ineludible tomar como referencia las experiencias y recomendaciones pioneras de Candela, si bien en España tenemos también interesantes ejemplos de Eduardo y José Antonio Torroja y de arquitectos como Fisac, Vaquero Palacios o José Ramón Azpiazu. De este último en colaboración con Pedro Pinto y los ingenieros José Antonio Torroja, Florencio del Pozo y Rafael López Blanco sería precisamente la que es probablemente la más notable de las erigidas en nuestro país, la cubierta del canódromo madrileño erigida a comienzos de los años 60 y cuya singularidad dio motivo a interesantes estudios y ensayos según los más modernos métodos de la época. Este estudio se enmarca dentro de una investigación más amplia realizada por el autor sobre la historia reciente de este tipo de estructuras y que cuenta con resultados previos como la ponencia presentada al Segundo Congreso Internacional de Historia de la Construcción sobre las realizaciones en los Países Bajos.

Dos décadas de estructuras plegadas de hormigón. Inicio y ocaso de un movimiento

This paper deals with the development and achievements of structures conformed by concrete folded plates. It explores the origins of its analysis and calculation and shows an overview of the main folded plate structures between 1950 and 1970. Great number of technical articles and publications on folded structures appeared in these two decades, to quickly decline shortly after. At least in a symbolic sense, their end can be certified by a memorable and monographic IASS symposium held in 1970 on such structures. More than four decades after the last of the large-scale structures of this type was erected, a review of achievements and possible causes of decadence seems to be pertinent, furthermore considering the growing and renewed interest in the geometry of folds and facets of the last years.

Modelling Saharan dust transport into the Mediterranean basin with CMAQ

The need for a better quantification of the influence of Saharan dust transport processes on the air quality modelling in the Mediterranean basin led to the formulation of a dust emission module (DEM) integrated into the Air Quality Risk Assessment System for the Iberian Peninsula (SERCA). This paper is focused on the formulation of DEM based on the GOCART aerosol model, along with its integration and execution into the air quality model. It also addresses the testing of the module and its evaluation by contrasting results against satellite products such as MODIS and CALIPSO and ground-level observations of aerosol optical thickness (AOT) and concentration levels of PM10 for different periods in July 2007. DEM was found capable of reproducing the spatial (horizontal and vertical) and temporal profiles of Saharan dust outbreaks into the Mediterranean basin and the Atlantic coast of Africa. Moreover, it was observed that its combination with CMAQ increased the correlation degree between observed and modelled PM10 concentrations at the selected monitoring locations. DEM also enhanced CMAQ capabilities to reproduce observed AOT, although significant underestimations remain. The implementation of CMAQ + DEM succeeded in capturing Saharan dust transport into the Iberian Peninsula, with contributions up to 25 and 14 μg m−3 in 1 h and 24 h average PM10 respectively. The general improvement of total PM10 predictions in Spain are however moderate. The analysis of model performance for the main PM components points out that remaining PM10 underestimation is due to dust local sources missing in the inventories and misrepresentation of organic aerosol processes, which constitutes the main areas for future improvement of CMAQ capabilities to simulate particulate matter within SERCA.

Implementation of a module for risk of ozone impacts assessment to vegetation in the integrated assessment modelling system for the Iberian peninsula. Evaluation for wheat and holm oak

A module to estimate risks of ozone damage to vegetation has been implemented in the Integrated Assessment Modelling system for the Iberian Peninsula. It was applied to compute three different indexes for wheat and Holm oak; daylight AOT40 (cumulative ozone concentration over 40 ppb), cumulative ozone exposure index according to the Directive 2008/50/EC (AOT40-D) and PODY (Phytotoxic Ozone Dose over a given threshold of Y nmol m−2 s−1). The use of these indexes led to remarkable differences in spatial patterns of relative ozone risks on vegetation. Ozone critical levels were exceeded in most of the modelling domain and soil moisture content was found to have a significant impact on the results. According to the outputs of the model, daylight AOT40 constitutes a more conservative index than the AOT40-D. Additionally, flux-based estimations indicate high risk areas in Portugal for both wheat and Holm oak that are not identified by AOT-based methods.

Comparasion of road traffic emission models in Madrid (Spain)

Many cities in Europe have difficulties to meet the air quality standards set by the European legislation, most particularly the annual mean Limit Value for NO2. Road transport is often the main source of air pollution in urban areas and therefore, there is an increasing need to estimate current and future traffic emissions as accurately as possible. As a consequence, a number of specific emission models and emission factors databases have been developed recently. They present important methodological differences and may result in largely diverging emission figures and thus may lead to alternative policy recommendations. This study compares two approaches to estimate road traffic emissions in Madrid (Spain): the COmputer Programme to calculate Emissions from Road Transport (COPERT4 v.8.1) and the Handbook Emission Factors for Road Transport (HBEFA v.3.1), representative of the ‘average-speed’ and ‘traffic situation’ model types respectively. The input information (e.g. fleet composition, vehicle kilometres travelled, traffic intensity, road type, etc.) was provided by the traffic model developed by the Madrid City Council along with observations from field campaigns. Hourly emissions were computed for nearly 15 000 road segments distributed in 9 management areas covering the Madrid city and surroundings. Total annual NOX emissions predicted by HBEFA were a 21% higher than those of COPERT. The discrepancies for NO2 were lower (13%) since resulting average NO2/NOX ratios are lower for HBEFA. The larger differences are related to diesel vehicle emissions under “stop & go” traffic conditions, very common in distributor/secondary roads of the Madrid metropolitan area. In order to understand the representativeness of these results, the resulting emissions were integrated in an urban scale inventory used to drive mesoscale air quality simulations with the Community Multiscale Air Quality (CMAQ) modelling system (1 km2 resolution). Modelled NO2 concentrations were compared with observations through a series of statistics. Although there are no remarkable differences between both model runs, the results suggest that HBEFA may overestimate traffic emissions. However, the results are strongly influenced by methodological issues and limitations of the traffic model. This study was useful to provide a first alternative estimate to the official emission inventory in Madrid and to identify the main features of the traffic model that should be improved to support the application of an emission system based on “real world” emission factors.

Variation of PM2.5 concentrations in relation to street washing activities

Several studies conducted in urban areas have pointed out that road dust resuspension contributes significantly to PM concentration levels. Street washing is one of the methods proposed to reduce resuspended road dust contributions to ambient PM concentrations. As resuspended particles are mainly found in the coarse mode, published studies investigating the effects of street washing have focused on PM10 size fraction. As the PM2.5 mass fraction of particles originating from mechanical abrasion processes may still be significant we conducted a study in order to evaluate the effects of street washing on the mitigation of resuspension of fine particles. The PM2.5 mass concentration data were examined and integrated with the occurrence of street washing activities. In addition, the effect of the meteorological variability, traffic flow and street washing activities, on ambient PM2.5 levels was valuated by means of a multivariate regression model. The results revealed that traffic low is the most important factor that controls PM2.5 hourly concentrations while street washing activities did not influence fine particle mass levels.

Emission factors from road dust resuspension in a Mediterranean freeway

Particulate matter emissions from paved roads are currently one of the main challenges for a sustainable transport in Europe. Emissions are scarcely estimated due to the lack of knowledge about the resuspension process severely hampering a reliable simulation of PM and heavy metals concentrations in large cities and evaluation of population exposure. In this study the Emission Factors from road dust resuspension on a Mediterranean freeway were estimated per single vehicle category and PM component (OC, EC, mineral dust and metals) by means of the deployment of vertical profiles of passive samplers and terminal concentration estimate. The estimated PM10 emission factors varied from 12 to 47 mg VKT?1 (VKT: Vehicle Kilometer Traveled) with an average value of 22.7 ? 14.2 mg VKT?1. Emission Factors for heavy and light duty vehicles, passenger cars and motorbikes were estimated, based on average fleet composition and EPA ratios, in 187e733 mg VKT?1, 33e131 VKT?1, 9.4e36.9 VKT?1 and 0.8e3.3 VKT?1, respectively. These range of values are lower than previous estimates in Mediterranean urban roads, probably due to the lower dust reservoir on freeways. PM emitted material was dominated by mineral dust (9e10 mg VKT?1), but also OC and EC were found to be major components and approximately 14 e25% and 2e9% of average PM exhaust emissions from diesel passenger cars on highways respectively.

Emission inventories and modeling activities for the development of air quality plans in Madrid (Spain)

1. Introduction 2. Air Quality Modeling system 3. Emission Inventories 4. Applications and Results 5. Conclusions

Emission inventories and modeling requirements for the development of air quality plans. Application to Madrid (Spain)

Modeling is an essential tool for the development of atmospheric emission abatement measures and air quality plans. Most often these plans are related to urban environments with high emission density and population exposure. However, air quality modeling in urban areas is a rather challenging task. As environmental standards become more stringent (e.g. European Directive 2008/50/EC), more reliable and sophisticated modeling tools are needed to simulate measures and plans that may effectively tackle air quality exceedances, common in large urban areas across Europe, particularly for NO2. This also implies that emission inventories must satisfy a number of conditions such as consistency across the spatial scales involved in the analysis, consistency with the emission inventories used for regulatory purposes and versatility to match the requirements of different air quality and emission projection models. This study reports the modeling activities carried out in Madrid (Spain) highlighting the atmospheric emission inventory development and preparation as an illustrative example of the combination of models and data needed to develop a consistent air quality plan at urban level. These included a series of source apportionment studies to define contributions from the international, national, regional and local sources in order to understand to what extent local authorities can enforce meaningful abatement measures. Moreover, source apportionment studies were conducted in order to define contributions from different sectors and to understand the maximum feasible air quality improvement that can be achieved by reducing emissions from those sectors, thus targeting emission reduction policies to the most relevant activities. Finally, an emission scenario reflecting the effect of such policies was developed and the associated air quality was modeled.

Caracterización y optimización de un sistema de sonido profesional

El presente proyecto tiene como objeto caracterizar y optimizar un equipo de sonido profesional, entendiendo por “caracterizar” el determinar los atributos particulares de cada uno de los componentes integrados en el sistema, y entendiendo por “optimizar” el hallar la mejor manera de obtener una respuesta plana para todo el rango de frecuencias, libre de distorsión, y en la mayor área posible. El sistema de sonido utilizado pertenece a un grupo musical de directo, por lo que se instala y se configura en cada concierto en función de las características del recinto, sea cerrado o al aire libre. Con independencia de estas particularidades, el sistema completo se divide en dos formaciones, L y R (lado izquierdo y lado derecho del escenario), por lo que cada formación se compone de un procesador digital de la señal, cuatro etapas de amplificación, un sistema line array de ocho unidades, y un conjunto de ocho altavoces de subgraves. Para llevar a cabo el objetivo planteado, se ha dividido el proyecto en las fases que a continuación se describen. En primer lugar, se han realizado, en la cámara anecoica de la EUITT, las medidas que permiten obtener las características de cada uno de los elementos que componen el sistema. Estas medidas se han almacenado en formato ASCII. En segundo lugar, se ha diseñado una interfaz gráfica que permite, utilizando las medidas almacenadas, caracterizar tanto la respuesta individual de cada elemento de la cadena del sistema de sonido como la respuesta combinada de una unidad line array y una unidad de subgraves. La interfaz es interactiva, y tiene además la capacidad de entregar automáticamente los valores de configuración que permiten la optimización del conjunto. Esto es, obtener alineamiento en el rango de frecuencias compartido por ambas unidades. Las medidas realizadas en la cámara anecoica se han utilizado igualmente para modelar el sistema line array al completo y poder realizar simulaciones en campo libre utilizando programas de predicción acústica. Se ha experimentado con los valores de configuración que permiten el alineamiento de los elementos individuales y obtenidos a través de la interfaz desarrollada, para comprobar la validez de los mismos con la formación line array y subgraves al completo. Por otro lado, se han analizado los métodos de optimización de sistemas propuestos por profesionales reconocidos del medio con el objetivo de aplicarlos en un evento real. En la preparación y montaje del evento, se han aplicado los valores de configuración proporcionados por la interfaz, y se ha comprobado la validez de los mismos realizando medidas in situ según los criterios propuestos en los métodos de optimización estudiados. ABSTRACT. This project aims to characterize and optimize a professional sound system. Characterize must be understood as determining the particular attributes of each component integrated in the system; optimize must be understood as finding the best way to get a flat response for all the frequency range, distortion free, in the largest possible area. The sound system under test belongs to a live musical group, so it is setup and configured on each concert depending on the characteristics of the enclosure, whether it’s indoor or outdoor. Apart from these features, the whole system is divided into two clusters, L and R (left and right side of the stage), so that each one is provided with a digital signal processor, four amplification stages, an eight-units line array system, and a set of eight subwoofers . To accomplish the stated objective, the project has been divided into the steps described below. To begin with, measures have been realized in the anechoic chamber of EUITT, which make possible obtaining the characteristics of each of the elements of the system. These measures have been stored in ASCII format. Then, a graphical interface has been designed that allow, using the stored measurements and from graphics, to characterize both the individual response of each element of the string sound system and the combined response of the several elements. The interface is interactive, and also has the ability to automatically deliver the configuration settings that allow the whole optimization. That means to get alignment in the frequency range shared by a line array unit and a subwoofer unit. The measurements made in the anechoic chamber have also been used to model the complete line array system and to perform free-field simulations using acoustical prediction programs. Simulations have been done with the configuration settings that allow the individual elements alignment (provided by the graphical interface developed), in order to check their validity with the full line array and subwoofer systems. On the other hand, analysis about the optimization methods, proposed by renowned professionals of the field, has been made in order to apply them in a real concert. In the setup and assembly of the event, configuration settings provided by the interface have been applied. Their validity has been proved by making measures on-site according to the criteria set in the studied optimization methods.