Implementation of monotonic higher order upwind scheme in KIVA 4

KIVA is a FORTRAN code developed by Los Alamos national lab to simulate complete engine cycle. KIVA is a flow solver code which is used to perform calculation of properties in a fluid flow field. It involves using various numerical schemes and methods to solve the Navier-Stokes equation. This project involves improving the accuracy of one such scheme by upgrading it to a higher order scheme. The numerical scheme to be modified is used in the critical final stage calculation called as rezoning phase. The primitive objective of this project is to implement a higher order numerical scheme, to validate and verify that the new scheme is better than the existing scheme. The latest version of the KIVA family (KIVA 4) is used for implementing the higher order scheme to support handling the unstructured mesh. The code is validated using the traditional shock tube problem and the results are verified to be more accurate than the existing schemes in reference with the analytical result. The convection test is performed to compare the computational accuracy on convective transfer; it is found that the new scheme has less numerical diffusion compared to the existing schemes. A four valve pentroof engine, an example case of KIVA package is used as application to ensure the stability of the scheme in practical application. The results are compared for the temperature profile. In spite of all the positive results, the numerical scheme implemented has a downside of consuming more CPU time for the computational analysis. The detailed comparison is provided. However, in an overview, the implementation of the higher order scheme in the latest code KIVA 4 is verified to be successful and it gives better results than the existing scheme which satisfies the objective of this project.

Strong Down-Valley Low-Level Jets over the Atacama Desert: Observational Characterization

The near-surface wind and temperature regime at three points in the Atacama Desert of northern Chile is described using two-year multi-level measurements from 80-m towers located in an altitude range between 2100 and 2700 m ASL. The data reveal the frequent development of strong nocturnal drainage flows at all sites. Down-valley nose-shaped wind speed profiles are observed with maximum values occurring at heights between 20 m and 60 m AGL. The flow intensity shows considerable inter-daily variability and a seasonal modulation of maximum speeds, which in the cold season can attain hourly average values larger than 20 m s−1. Turbulent mixing appears significant over the full tower layer, affecting the curvature of the nighttime temperature profile and possibly explaining the observed increase of surface temperatures in the down-valley direction. Nocturnal valley winds and temperatures are weakly controlled by upper-air conditions observed at the nearest aerological station. Estimates of terms in the momentum budget for the development and the quasi-stationary phases of the down-valley flows suggest that the pressure gradient force due to the near-surface cooling along the sloping valley axes plays an important role in these drainage flows. A scale for the jet nose height of equilibrium turbulent down-slope jets is proposed, based on surface friction velocity and surface inversion intensity. At one of the sites this scale explains about 70% of the case-to-case observed variance of jet nose heights. Further modeling and observational work is needed, however, in order to better define the dynamics, extent and turbulence structure of this flow system, which has significant wind-energy, climatic and environmental implications.

Isothermal loop-mediated amplification (LAMP) for diagnosis of contagious bovine pleuro-pneumonia.

BACKGROUND Contagious Bovine Pleuropneumonia (CBPP) is the most important chronic pulmonary disease of cattle on the African continent causing severe economic losses. The disease, caused by infection with Mycoplasma mycoides subsp. mycoides is transmitted by animal contact and develops slowly into a chronic form preventing an early clinical diagnosis. Because available vaccines confer a low protection rate and short-lived immunity, the rapid diagnosis of infected animals combined with traditional curbing measures is seen as the best way to control the disease. While traditional labour-intensive bacteriological methods for the detection of M. mycoides subsp. mycoides have been replaced by molecular genetic techniques in the last two decades, these latter approaches require well-equipped laboratories and specialized personnel for the diagnosis. This is a handicap in areas where CBPP is endemic and early diagnosis is essential. RESULTS We present a rapid, sensitive and specific diagnostic tool for M. mycoides subsp. mycoides detection based on isothermal loop-mediated amplification (LAMP) that is applicable to field conditions. The primer set developed is highly specific and sensitive enough to diagnose clinical cases without prior cultivation of the organism. The LAMP assay detects M. mycoides subsp. mycoides DNA directly from crude samples of pulmonary/pleural fluids and serum/plasma within an hour using a simple dilution protocol. A photometric detection of LAMP products allows the real-time visualisation of the amplification curve and the application of a melting curve/re-association analysis presents a means of quality assurance based on the predetermined strand-inherent temperature profile supporting the diagnosis. CONCLUSION The CBPP LAMP developed in a robust kit format can be run on a battery-driven mobile device to rapidly detect M. mycoides subsp. mycoides infections from clinical or post mortem samples. The stringent innate quality control allows a conclusive on-site diagnosis of CBPP such as during farm or slaughter house inspections.

Thermal Convection in Ice Sheets: We Look But Do Not See

Thermal convection in the Antarctic and Greenland ice sheets has been dismissed on the grounds that radio-echo stratigraphy is undisturbed for long distances. However, the undisturbed stratigraphy lies, for the most part, above the density inversion in polar ice sheets and therefore does not disprove convection. An echo-free zone is widespread below the density inversion, yet nobody has cited this as a strong indication that convection is indeed present at d�pth. A generalized Rayleigh criterion for thermal convection in e1astic-viscoplastic polycrystalline solids heated from below is developed and applied to ice-sheet convection. An infinite Rayleigh number at the onset of primary creep decreases with time and becomes constant when secondary creep dominates, suggesting that any thermal buoyancy stress can initiate convection but convection cannot be sustained below a buoyancy stress of about 3 kPa. An analysis of the temperature profile down the Byrd Station core hole suggests that about 1000 m of ice below the density inversion will sustain convection. Creep along the Byrd Station strain network, radar sounding in East Antarctica, and seismic sounding in West Antarctica are examined for evidence of convective creep superimposed on advective creep. It is concluded that the evidence for convection is there, if we look for it with the intention offinding it.

Turbulent flux and meteorological measurements during ARCTEX-2006 campaign

This dataset present result from the DFG- funded Arctic-Turbulence-Experiment (ARCTEX-2006) performed by the University of Bayreuth on the island of Svalbard, Norway, during the winter/spring transition 2006. From May 5 to May 19, 2006 turbulent flux and meteorological measurements were performed on the monitoring field near Ny-Ålesund, at 78°55'24'' N, 11°55'15'' E Kongsfjord, Svalbard (Spitsbergen), Norway. The ARCTEX-2006 campaign site was located about 200 m southeast of the settlement on flat snow covered tundra, 11 m to 14 m above sea level. The permanent sites used for this study consisted of the 10 m meteorological tower of the Alfred Wegener Institute for Polar- and Marine Research (AWI), the international standardized radiation measurement site of the Baseline Surface Radiation Network (BSRN), the radiosonde launch site and the AWI tethered balloon launch sites. The temporary sites - set up by the University of Bayreuth - were a 6 m meteorological gradient tower, an eddy-flux measurement complex (EF), and a laser-scintillometer section (SLS). A quality assessment and data correction was applied to detect and eliminate specific measurement errors common at a high arctic landscape. In addition, the quality checked sensible heat flux measurements are compared with bulk aerodynamic formulas that are widely used in atmosphere-ocean/land-ice models for polar regions as described in Ebert and Curry (1993, doi:10.1029/93JC00656) and Launiainen and Cheng (1995). These parameterization approaches easily allow estimation of the turbulent surface fluxes from routine meteorological measurements. The data show: - the role of the intermittency of the turbulent atmospheric fluctuation of momentum and scalars, - the existence of a disturbed vertical temperature profile (sharp inversion layer) close to the surface, - the relevance of possible free convection events for the snow or ice melt in the Arctic spring at Svalbard, and - the relevance of meso-scale atmospheric circulation pattern and air-mass advection for the near-surface turbulent heat exchange in the Arctic spring at Svalbard. Recommendations and improvements regarding the interpretation of eddy-flux and laser-scintillometer data as well as the arrangement of the instrumentation under polar distinct exchange conditions and (extreme) weather situations could be derived.

Mg/Ca and Sr/Ca ratios of Hoeglundina elegans from surface sediments

Core top samples from Atlantic (Little Bahama Banks (LBB)) and Pacific (Hawaii and Indonesia) depth transects have been analyzed in order to assess the influence of bottom water temperature (BWT) and aragonite saturation levels on Mg/Ca and Sr/Ca ratios in the aragonitic benthic foraminifer Hoeglundina elegans. Both the Mg/Ca and Sr/Ca ratios in H. elegans tests show a general decrease with increasing water depth. Although at each site the decreasing trends are consistent with the in situ temperature profile, Mg/Ca and Sr/Ca ratios in LBB are substantially higher than in Indonesia and Hawaii at comparable water depths with a greater difference observed with increasing water depth. Because we find no significant difference between results obtained on "live" and "dead" specimens, we propose that these differences are due to primary effects on the metal uptake during test formation. Evaluation of the water column properties at each site suggests that in situ CO3 ion concentrations play an important role in determining the H. elegans Mg/Ca and Sr/Ca ratios. The CO3 ion effect is limited, however, only to aragonite saturation levels ([DeltaCO3]aragonite) below 15 µmol/kg. Above this level, temperature exerts a dominant effect. Accordingly, we propose that Mg/Ca and Sr/Ca in H. elegans tests can be used to reconstruct thermocline temperatures only in waters oversaturated with respect to the mineral aragonite using the following relationships: Mg/Ca = (0.034 ± 0.002)BWT + (0.96 ± 0.03) and Sr/Ca = (0.060 ± 0.002)BWT + (1.53 ± 0.03) (for [DeltaCO3]aragonite > 15 µmol/kg). The standard error associated with these equations is about ±1.1°C. Reconstruction of deeper water temperatures is complicated because in undersaturated waters, changes in Mg/Ca and Sr/Ca ratios reflect a combination of changes in [CO3] and BWT. Overall, we find that Sr/Ca, rather than Mg/Ca, in H. elegans may be a more accurate proxy for reconstructing paleotemperatures.

Soil characteristics of cryosols from two sites on King George Island, maritime Antarctica

This study presents soil temperature and moisture regimes from March 2008 to January 2009 for two active layer monitoring (CALM-S) sites at King George Island, Maritime Antarctica. The monitoring sites were installed during the summer of 2008 and consist of thermistors (accuracy of ±0.2 °C), arranged vertically with probes at different depths and one soil moisture probe placed at the bottommost layer at each site (accuracy of ± 2.5%), recording data at hourly intervals in a high capacity datalogger. The active layer thermal regime in the studied period for both soils was typical of periglacial environments, with extreme variation in surface temperature during summer resulting in frequent freeze and thaw cycles. The great majority of the soil temperature readings during the eleven month period was close to 0 °C, resulting in low values of freezing and thawing degree days. Both soils have poor thermal apparent diffusivity but values were higher for the soil from Fildes Peninsula. The different moisture regimes for the studied soils were attributed to soil texture, with the coarser soil presenting much lower water content during all seasons. Differences in water and ice contents may explain the contrasting patterns of freezing of the studied soils, being two-sided for the coarser soil and one-sided for the loamy soil. The temperature profile of the studied soils during the eleven month period indicates that the active layer reached a maximum depth of approximately 92 cm at Potter and 89 cm at Fildes. Longer data sets are needed for more conclusive analysis on active layer behaviour in this part of Antarctica.

A technical note on application of internally finned tubes in solar parabolic trough absorber pipes

The heterogeneous incoming heat flux in solar parabolic trough absorber tubes generates huge temperature difference in each pipe section. Helical internal fins can reduce this effect, homogenising the temperature profile and reducing thermal stress with the drawback of increasing pressure drop. Another effect is the decreasing of the outer surface temperature and thermal losses, improving the thermal efficiency of the collector. The application of internal finned tubes for the design of parabolic trough collectors is analysed with computational fluid dynamics tools. Our numerical approach has been qualified with the computational estimation of reported experimental data regarding phenomena involved in finned tube applications and solar irradiation of parabolic trough collector. The application of finned tubes to the design of parabolic trough collectors must take into account issues as the pressure losses, thermal losses and thermo-mechanical stress, and thermal fatigue. Our analysis shows an improvement potential in parabolic trough solar plants efficiency by the application of internal finned tubes.

Defect engineering during the contact co-firing step in an industrial belt furnace

This work implements an optimization of the phosphorus gettering effect during the contact co-firing step by means of both simulations and experiments in an industrial belt furnace. An optimized temperature profile, named ‘extended co-firing step’, is presented. Simulations show that the effect of the short annealing on the final interstitial iron concentration depends strongly on the initial contamination level of the material and that the ‘extended co-firing’ temperature profile can enhance the gettering effect within a small additional time. Experimental results using sister wafers from the same multicrystalline silicon ingot confirm these trends and show the potential of this new defect engineering tool to improve the solar cell efficiency.

Effect of ion flux on helium retention in helium-irradiated tungsten

Helium retention in irradiated tungsten leads to swelling, pore formation, sample exfoliation and embrittlement with deleterious consequences in many applications. In particular, the use of tungsten in future nuclear fusion plants is proposed due to its good refractory properties. However, serious concerns about tungsten survivability stems from the fact that it must withstand severe irradiation conditions. In magnetic fusion as well as in inertial fusion (particularly with direct drive targets), tungsten components will be exposed to low and high energy ion (helium) irradiation, respectively. A common feature is that the most detrimental situations will take place in pulsed mode, i.e., high flux irradiation. There is increasing evidence on a correlation between a high helium flux and an enhancement of detrimental effects on tungsten. Nevertheless, the nature of these effects is not well understood due to the subtleties imposed by the exact temperature profile evolution, ion energy, pulse duration, existence of impurities and simultaneous irradiation with other species. Physically based Kinetic Monte Carlo is the technique of choice to simulate the evolution of radiation-induced damage inside solids in large temporal and space scales. We have used the recently developed code MMonCa (Modular Monte Carlo simulator), presented in this conference for the first time, to study He retention (and in general defect evolution) in tungsten samples irradiated with high intensity helium pulses. The code simulates the interactions among a large variety of defects and impurities (He and C) during the irradiation stage and the subsequent annealing steps. In addition, it allows us to vary the sample temperature to follow the severe thermo-mechanical effects of the pulses. In this work we will describe the helium kinetics for different irradiation conditions. A competition is established between fast helium cluster migration and trapping at large defects, being the temperature a determinant factor. In fact, high temperatures (induced by the pulses) are responsible for large vacancy cluster formation and subsequent additional trapping with respect to low flux irradiation.

Effect of ion flux on helium retention in helium-irradiated tungsten

Helium retention in irradiated tungsten leads to swelling, pore formation, sample exfoliation and embrittlement with deleterious consequences in many applications. In particular, the use of tungsten in future nuclear fusion plants is proposed due to its good refractory properties. However, serious concerns about tungsten survivability stems from the fact that it must withstand severe irradiation conditions. In magnetic fusion as well as in inertial fusion (particularly with direct drive targets), tungsten components will be exposed to low and high energy ion irradiation (helium), respectively. A common feature is that the most detrimental situations will take place in pulsed mode, i.e., high flux irradiation. There is increasing evidence of a correlation between a high helium flux and an enhancement of detrimental effects on tungsten. Nevertheless, the nature of these effects is not well understood due to the subtleties imposed by the exact temperature profile evolution, ion energy, pulse duration, existence of impurities and simultaneous irradiation with other species. Object Kinetic Monte Carlo is the technique of choice to simulate the evolution of radiation-induced damage inside solids in large temporal and space scales. We have used the recently developed code MMonCa (Modular Monte Carlo simulator), presented at COSIRES 2012 for the first time, to study He retention (and in general defect evolution) in tungsten samples irradiated with high intensity helium pulses. The code simulates the interactions among a large variety of defects and during the irradiation stage and the subsequent annealing steps. The results show that the pulsed mode leads to significantly higher He retention at temperatures higher than 700 K. In this paper we discuss the process of He retention in terms of trap evolution. In addition, we discuss the implications of these findings for inertial fusion.

Flammability conditions for ultra-lean hydrogen premixed combustion based on flame-ball analyses

It has been reasoned that the structures of strongly cellular flames in very lean mixtures approach an array of flame balls, each burning as if it were isolated, thereby indicating a connection between the critical conditions required for existence of steady flame balls and those necessary for occurrence of self-sustained premixed combustion. This is the starting assumption of the present study, in which structures of near-limit steady sphericosym-metrical flame balls are investigated with the objective of providing analytic expressions for critical combustion conditions in ultra-lean hydrogen-oxygen mixtures diluted with N2 and water vapor. If attention were restricted to planar premixed flames, then the lean-limit mole fraction of H2 would be found to be roughly ten percent, more than twice the observed flammability limits, thereby emphasizing the relevance of the flame-ball phenomena. Numerical integrations using detailed models for chemistry and radiation show that a onestep chemical-kinetic reduced mechanism based on steady-state assumptions for all chemical intermediates, together with a simple, optically thin approximation for water-vapor radiation, can be used to compute near-limit fuel-lean flame balls with excellent accuracy. The previously developed one-step reaction rate includes a crossover temperature that determines in the first approximation a chemical-kinetic lean limit below which combustión cannot occur, with critical conditions achieved when the diffusion-controlled radiation-free peak temperature, computed with account taken of hydrogen Soret diffusion, is equal to the crossover temperature. First-order corrections are found by activation-energy asymptotics in a solution that involves a near-field radiation-free zone surrounding a spherical flame sheet, together with a far-field radiation-conduction balance for the temperature profile. Different scalings are found depending on whether or not the surrounding atmosphere contains wáter vapor, leading to different analytic expressions for the critical conditions for flame-ball existence, which give results in very good agreement with those obtained by detailed numerical computations.

Efecto de las cubiertas ajardinadas sobre el microclima urbano de verano

El cambio climático y sus efectos requieren con urgencia el desarrollo de estrategias capaces no solo de mitigar pero también permitir la adaptación de los sistemas afectados por este fenómeno a los cambios que están provocando a nivel mundial. Olas de calor más largas y frecuentes, inundaciones, y graves sequías aumentan la vulnerabilidad de la población, especialmente en asentamientos urbanos. Este fenómeno y sus soluciones potenciales han sido ampliamente estudiados en las últimas décadas desde diferentes perspectivas y escalas que analizan desde el fenómeno regional de isla de calor al aumento de la intensidad energética necesaria en los edificios para mantener las condiciones de confort en los escenarios de calentamiento que se predicen. Su comprensión requiere el entendimiento de este fenómeno y un profundo análisis de las estrategias que pueden corregirlo y adaptarse a él. En la búsqueda de soluciones a este problema, las estrategias que incorporan sistemas naturales tales como las cubiertas ajardinadas, las fachadas vegetadas y bosques urbanos, se presentan como opciones de diseño capaces de proporcionan múltiples servicios al ecosistema urbano y de regular y hacer frente a los efectos del cambio climático. Entre los servicios que aportan estos sistemas naturales se incluyen la gestión de agua de tormentas, el control del efecto isla de calor, la mejora de la calidad del aire y del agua, el aumento de la diversidad, y como consecuencia de todo lo anterior, la reducción de la huella ecológica de las ciudades. En la última década, se han desarrollado múltiples estudios para evaluar y cuantificar los servicios al ecosistema proporcionados por las infraestructuras verdes, y específicamente las cubiertas ajardinadas, sin embargo, determinados servicios como la capacidad de la regulación del microclima urbano no ha sido apenas estudiados. La mayor parte de la literatura en este campo la componen estudios relacionados con la capacidad de las cubiertas ajardinadas de reducir el efecto de la isla de calor, en una escala local, o acerca de la reducción de la demanda energética de refrigeración debida a la instalación de cubiertas ajardinadas en la escala de edificio. La escala intermedia entre estos dos ámbitos, la calle, desde su ámbito habitable cercano al suelo hasta el límite superior del cañón urbano que configura, no han sido objeto detallado de estudio por lo que es esta escala el objeto de esta tesis doctoral. Esta investigación tiene como objeto contribuir en este campo y aportar un mayor entendimiento a través de la cuantificación del impacto de las cubiertas ajardinadas sobre la temperatura y humedad en el cañón urbano en la escala de calle y con un especial foco en el nivel peatonal. El primer paso de esta investigación ha sido la definición del objeto de estudio a través del análisis y revisión de trabajos tanto teóricos como empíricos que investigan los efectos de cubiertas ajardinadas en el entorno construido, entendidas como una herramienta para la adaptación y mitigación del impacto del cambio climático en las ciudades. La literatura analizada, revela el gran potencial de los sistemas vegetales como herramientas para el diseño pasivo puesto que no solo son capaces de mejorar las condiciones climáticas y microclimaticas en las ciudades reduciendo su demanda energética, sino también la necesidad de mayor análisis en la escala de calle donde confluyen el clima, las superficies urbanas y materiales y vegetación. Este análisis requiere una metodología donde se integren la respuesta térmica de edificios, las variaciones en los patrones de viento y radiación, y la interacción con la vegetación, por lo que un análisis cuantitativo puede ayudar a definir las estrategias más efectivas para lograr espacios urbanos más habitables. En este contexto, el objetivo principal de esta investigación ha sido la evaluación cuantitativa del impacto de la cubierta ajardinada en el microclima urbano a escala de barrio en condiciones de verano en los climas mediterráneos continentales. Para el logro de este objetivo, se ha seguido un proceso que persigue identificar los modelos y herramientas de cálculo capaces de capturar el efecto de la cubierta ajardinada sobre el microclima, identificar los parámetros que potencian o limitan este efecto, y cuantificar las variaciones que microclima creado en el cañón urbano produce en el consumo de energía de los edificios que rodean éste espacio. La hipótesis principal detrás de esta investigación y donde los objetivos anteriores se basan es el siguiente: "una cubierta ajardinada instalada en edificios de mediana altura favorece el establecimiento de microclimas a nivel peatonal y reduce las temperaturas en el entorno urbano donde se encuentra”. Con el fin de verificar la hipótesis anterior y alcanzar los objetivos propuestos se ha seguido la siguiente metodología: • definición del alcance y limitaciones del análisis • Selección de las herramientas y modelos de análisis • análisis teórico de los parámetros que afectan el efecto de las cubiertas ajardinadas • análisis experimental; • modelización energética • conclusiones y futuras líneas de trabajo Dada la complejidad de los fenómenos que intervienen en la generación de unas determinadas condiciones microclimáticas, se ha limitado el objeto de este estudio a las variables de temperatura y humedad, y sólo se han tenido en cuenta los componentes bióticos y abióticos del sistema, que incluyen la morfología, características superficiales del entorno estudiado, así como los elementos vegetales. Los componentes antrópicos no se han incluido en este análisis. La búsqueda de herramientas adecuadas para cumplir con los objetivos de este análisis ha concluido en la selección de ENVI-met v4 como el software más adecuado para esta investigación por su capacidad para representar los complejos fenómenos que caracterizan el microclima en cañones urbanos, en una escala temporal diaria y con unas escala local de vecindario. Esta herramienta supera el desafío que plantean los requisitos informáticos de un cálculo completo basado en elementos finitos realizados a través de herramientas de dinámica de fluidos computacional (CFD) que requieren una capacidad de cálculo computacional y tiempo privativos y en una escala dimensional y temporal limitada a esta capacidad computacional lo que no responde a los objetivos de esta investigación. ENVI-met 4 se basa es un modelo tridimensional del micro clima diseñado para simular las interacciones superficie-planta-aire en entornos urbanos. Basado en las ecuaciones fundamentales del equilibrio que representan, la conservación de masa, energía y momento. ENVI-met es un software predictivo, y como primer paso ha requerido la definición de las condiciones iniciales de contorno que se utilizan como punto de partida por el software para generar su propio perfil de temperatura y humedad diaria basada en la localización de la construcción, geometría, vegetación y las superficies de características físicas del entorno. La geometría de base utilizada para este primer análisis se ha basado en una estructura típica en cuanto al trazado urbano situada en Madrid que se ha simulado con una cubierta tradicional y una cubierta ajardinada en sus edificios. La estructura urbana seleccionada para este análisis comparativo es una red ortogonal con las calles principales orientadas este-oeste. El edificio típico que compone el vecindario se ha definido como “business as usual” (BAU) y se ha definido con una cubierta de baldosa de hormigón estándar, con un albedo 0.3, paredes con albedo 0.2 (construcción de muro de ladrillo típico) y cerramientos adiabáticos para evitar las posibles interferencias causadas por el intercambio térmico con el ambiente interior del edificio en los resultados del análisis. Para el caso de la cubierta ajardinada, se mantiene la misma geometría y características del edificio con excepción de la cobertura superficial de la azotea. Las baldosas de hormigón se han modificado con una cubierta ajardinada extensiva cubierta con plantas xerófilas, típicas en el clima de Madrid y caracterizado por su índice de densidad foliar, el “leaf area density” (LAD), que es la superficie total de superficie de hojas por unidad de volumen (m2/m3). El análisis se centra en los cañones urbanos entendidos como el espacio de calle comprendido entre los límites geométricos de la calle, verticales y horizontales, y el nivel superior de la cota urbana nivel de cubiertas. Los escenarios analizados se basan en la variación de la los principales parámetros que según la literatura analizada condicionan las variaciones microclimáticas en el ámbito urbano afectado por la vegetación, la velocidad del viento y el LAD de la azotea. Los resultados han sido registrados bajo condiciones de exposición solar diferentes. Las simulaciones fueron realizadas por los patrones de viento típico de verano, que para Madrid se caracterizan por vientos de componente suroeste que van desde 3 a 0 m/s. las simulaciones fueron realizadas para unas condiciones climáticas de referencia de 3, 2, 1 y 0 m/s a nivel superior del cañón urbano, como condición de contorno para el análisis. Los resultados calculados a 1,4 metros por encima del nivel del suelo, en el espacio habitado, mostraron que el efecto de la cubierta ajardinada era menor en condiciones de contorno con velocidades de viento más altas aunque en ningún caso el efecto de la cubierta verde sobre la temperatura del aire superó reducciones de temperatura de aire superiores a 1 º C. La humedad relativa no presentó variaciones significativas al comparar los diferentes escenarios. Las simulaciones realizadas para vientos con velocidad baja, entre 0 y 1 m/s mostraron que por debajo de 0.5 m/s la turbulencia del modelo aumentó drásticamente y se convirtió en el modelo inestable e incapaz de producir resultados fiables. Esto es debido al modelo de turbulencia en el software que no es válido para velocidades de viento bajas, lo que limita la capacidad de ENVI-met 4 para realizar simulaciones en estas condiciones de viento y es una de las principales conclusiones de este análisis en cuanto a la herramienta de simulación. También se comprobó el efecto de las densidades de la densidad de hoja (LAD) de los componentes vegetales en el modelo en la capa de aire inmediatamente superior a la cubierta, a 0,5 m sobre este nivel. Se compararon tres alternativas de densidad de hoja con la cubierta de baldosa de hormigón: el techo verde con LAD 0.3 (hierba típica o sedum), LAD 1.5 (plantas mixtas típicas) y LAD 2.5 (masa del árbol). Los resultados mostraron diferencias de temperatura muy relevante entre las diferentes alternativas de LAD analizadas. Los resultados muestran variaciones de temperatura que oscilan entre 3 y 5 º C al comparar el estándar de la azotea concreta con albedo 0, 3 con el techo con vegetación y vegetación densa, mostrando la importancia del LAD en la cuantificación de los efectos de las cubiertas vegetales en microclima circundante, lo que coincide con los datos reportados en la literatura existente y con los estudios empíricos analizados. Los resultados de los análisis teóricos han llegado a las siguientes conclusiones iniciales relacionadas con la herramienta de simulación y los resultados del modelo: En relación con la herramienta ENVI-met, se han observado limitaciones para el análisis. En primer lugar, la estructura rígida de la geometría, las bases de datos y el tamaño de la cuadrícula, limitan la escala y resolución de los análisis no permitiendo el desarrollo de grandes zonas urbanas. Por otro lado la estructura de ENVI-met permite el desarrollo de este tipo de simulación tan complejo dentro de tiempos razonables de cálculo y requerimientos computacionales convencionales. Otra limitación es el modelo de turbulencia del software, que no modela correctamente velocidades de viento bajas (entre 0 y 1 m/s), por debajo de 0,5 m/s el modelo da errores y no es estable, los resultados a estas velocidades no son fiables porque las turbulencias generadas por el modelo hacen imposible la extracción de patrones claros de viento y temperatura que permitan la comparación entre los escenarios de cubierta de hormigón y ajardinada. Además de las limitaciones anteriores, las bases de datos y parámetros de entrada en la versión pública del software están limitados y la complejidad de generar nuevos sistemas adaptándolos al edificio o modelo urbano que se quiera reproducir no es factible salvo en la versión profesional del software. Aparte de las limitaciones anteriores, los patrones de viento y perfiles de temperatura generados por ENVI-met concuerdan con análisis previos en los que se identificaban patrones de variación de viento y temperaturas en cañones urbanos con patrones de viento, relación de aspecto y dimensiones similares a los analizados en esta investigación. Por lo tanto, el software ha demostrado una buena capacidad para reproducir los patrones de viento en los cañones de la calle y capturar el efecto de enfriamiento producido por la cubierta verde en el cañón. En relación con el modelo, el resultado revela la influencia del viento, la radiación y el LAD en la temperatura del aire en cañones urbanos con relación de aspecto comprendida entre 0,5 y 1. Siendo el efecto de la cubierta verde más notable en cañones urbanos sombreados con relación de aspecto 1 y velocidades de viento en el nivel de “canopy” (por encima de la cubierta) de 1 m/s. En ningún caso las reducciones en la temperatura del aire excedieron 1 º C, y las variaciones en la humedad relativa no excedieron 1% entre los escenarios estudiados. Una vez que se han identificado los parámetros relevantes, que fueron principalmente la velocidad del viento y el LAD, se realizó un análisis experimental para comprobar los resultados obtenidos por el modelo. Para éste propósito se identificó una cubierta ajardinada de grandes dimensiones capaz de representar la escala urbana que es el objeto del estudio. El edificio usado para este fin fue el parking de la terminal 4 del aeropuerto internacional de Madrid. Aunque esto no es un área urbana estándar, la escala y la configuración del espacio alrededor del edificio fueron considerados aceptables para el análisis por su similitud con el contexto urbano objeto de estudio. El edificio tiene 800 x 200 m, y una altura 15 m. Está rodeado de vías de acceso pavimentadas con aceras conformando un cañón urbano limitado por el edificio del parking, la calle y el edificio de la terminal T4. El aparcamiento está cerrado con fachadas que configuran un espacio urbano de tipo cañón, con una relación de aspecto menor que 0,5. Esta geometría presenta patrones de viento y velocidad dentro del cañón que difieren ligeramente de los generados en el estudio teórico y se acercan más a los valores a nivel de canopo sobre la cubierta del edificio, pero que no han afectado a la tendencia general de los resultados obtenidos. El edificio cuenta con la cubierta ajardinada más grande en Europa, 12 Ha cubiertas por con una mezcla de hierbas y sedum y con un valor estimado de LAD de 1,5. Los edificios están rodeados por áreas plantadas en las aceras y árboles de sombra en las fachadas del edificio principal. El efecto de la cubierta ajardinada se evaluó mediante el control de temperaturas y humedad relativa en el cañón en un día típico de verano. La selección del día se hizo teniendo en cuenta las predicciones meteorológicas para que fuesen lo más semejantes a las condiciones óptimas para capturar el efecto de la cubierta vegetal sobre el microclima urbano identificadas en el modelo teórico. El 09 de julio de 2014 fue seleccionado para la campaña de medición porque las predicciones mostraban 1 m/s velocidad del viento y cielos despejados, condiciones muy similares a las condiciones climáticas bajo las que el efecto de la cubierta ajardinada era más notorio en el modelo teórico. Las mediciones se registraron cada hora entre las 9:00 y las 19:00 en 09 de julio de 2014. Temperatura, humedad relativa y velocidad del viento se registraron en 5 niveles diferentes, a 1.5, 4.5, 7.5, 11.5 y 16 m por encima del suelo y a 0,5 m de distancia de la fachada del edificio. Las mediciones fueron tomadas en tres escenarios diferentes, con exposición soleada, exposición la sombra y exposición influenciada por los árboles cercanos y suelo húmedo. Temperatura, humedad relativa y velocidad del viento se registraron con un equipo TESTO 410-2 con una resolución de 0,1 ºC para temperatura, 0,1 m/s en la velocidad del viento y el 0,1% de humedad relativa. Se registraron las temperaturas de la superficie de los edificios circundantes para evaluar su efecto sobre los registros usando una cámara infrarroja FLIR E4, con resolución de temperatura 0,15ºC. Distancia mínima a la superficie de 0,5 m y rango de las mediciones de Tª de - 20 º C y 250 º C. Los perfiles de temperatura extraídos de la medición in situ mostraron la influencia de la exposición solar en las variaciones de temperatura a lo largo del día, así como la influencia del calor irradiado por las superficies que habían sido expuestas a la radiación solar así como la influencia de las áreas de jardín alrededor del edificio. Después de que las medidas fueran tomadas, se llevaron a cabo las siguientes simulaciones para evaluar el impacto de la cubierta ajardinada en el microclima: a. estándar de la azotea: edificio T4 asumiendo un techo de tejas de hormigón con albedo 0.3. b. b. cubierta vegetal : T4 edificio asumiendo una extensa cubierta verde con valor bajo del LAD (0.5)-techo de sedum simple. c. c. cubierta vegetal: T4 edificio asumiendo una extensa cubierta verde con alta joven valor 1.5-mezcla de plantas d. d. cubierta ajardinada más vegetación nivel calle: el edificio T4 con LAD 1.5, incluyendo los árboles existentes a nivel de calle. Este escenario representa las condiciones actuales del edificio medido. El viento de referencia a nivel de cubierta se fijó en 1 m/s, coincidente con el registro de velocidad de viento en ese nivel durante la campaña de medición. Esta velocidad del viento se mantuvo constante durante toda la campaña. Bajo las condiciones anteriores, los resultados de los modelos muestran un efecto moderado de azoteas verdes en el microclima circundante que van desde 1 º a 2 º C, pero una contribución mayor cuando se combina con vegetación a nivel peatonal. En este caso las reducciones de temperatura alcanzan hasta 4 ºC. La humedad relativa sin embargo, no presenta apenas variación entre los escenarios con y sin cubierta ajardinada. Las temperaturas medidas in situ se compararon con resultados del modelo, mostrando una gran similitud en los perfiles definidos en ambos casos. Esto demuestra la buena capacidad de ENVI-met para reproducir el efecto de la cubierta ajardinada sobre el microclima y por tanto para el fin de esta investigación. Las diferencias más grandes se registraron en las áreas cercanas a las zonas superiores de las fachadas que estaban más expuestas a la radiación del sol y también el nivel del suelo, por la influencia de los pavimentos. Estas diferencias se pudieron causar por las características de los cerramientos en el modelo que estaban limitados por los datos disponibles en la base de datos de software, y que se diferencian con los del edificio real. Una observación importante derivada de este estudio es la contribución del suelo húmedo en el efecto de la cubierta ajardinada en la temperatura del aire. En el escenario de la cubierta ajardinada con los arboles existentes a pie de calle, el efecto del suelo húmedo contribuye a aumentar las reducciones de temperatura hasta 4.5ºC, potenciando el efecto combinado de la cubierta ajardinada y la vegetación a pie de calle. Se realizó un análisis final después de extraer el perfil horario de temperaturas en el cañón urbano influenciado por el efecto de las cubiertas ajardinadas y los árboles. Con esos perfiles modificados de temperatura y humedad se desarrolló un modelo energético en el edificio asumiendo un edificio cerrado y climatizado, con uso de oficinas, una temperatura de consigna de acuerdo al RITE de 26 ºC, y con los sistemas por defecto que establece el software para el cálculo de la demanda energética y que responden a ASHRAE 90.1. El software seleccionado para la simulación fue Design Builder, por su capacidad para generar simulaciones horarias y por ser una de las herramientas de simulación energética más reconocidas en el mercado. Los perfiles modificados de temperatura y humedad se insertaron en el año climático tipo y se condujo la simulación horaria para el día definido, el 9 de Julio. Para la simulación se dejaron por defecto los valores de conductancia térmica de los cerramientos y la eficiencia de los equipos de acuerdo a los valores que fija el estándar ASHRAE para la zona climática de Madrid, que es la 4. El resultado mostraba reducciones en el consumo de un día pico de hasta un 14% de reducción en las horas punta. La principal conclusión de éste estudio es la confirmación del potencial de las cubiertas ajardinadas como una estrategia para reducir la temperatura del aire y consumo de energía en los edificios, aunque este efecto puede ser limitado por la influencia de los vientos, la radiación y la especie seleccionada para el ajardinamiento, en especial de su LAD. Así mismo, en combinación con los bosques urbanos su efecto se potencia e incluso más si hay pavimentos húmedos o suelos porosos incluidos en la morfología del cañón urbano, convirtiéndose en una estrategia potencial para adaptar los ecosistemas urbanos el efecto aumento de temperatura derivado del cambio climático. En cuanto a la herramienta, ENVI-met se considera una buena opción para éste tipo de análisis dada su capacidad para reproducir de un modo muy cercano a la realidad el efecto de las cubiertas. Aparte de ser una herramienta validada en estudios anteriores, en el caso experimental se ha comprobado por medio de la comparación de las mediciones con los resultados del modelo. A su vez, los resultados y patrones de vientos generados en los cañones urbanos coinciden con otros estudios similares, concluyendo por tanto que es un software adecuado para el objeto de esta tesis doctoral. Como líneas de investigación futura, sería necesario entender el efecto de la cubierta ajardinada en el microclima urbano en diferentes zonas climáticas, así como un mayor estudio de otras variables que no se han observado en este análisis, como la temperatura media radiante y los indicadores de confort. Así mismo, la evaluación de otros parámetros que afectan el microclima urbano tales como variables geométricas y propiedades superficiales debería ser analizada en profundidad para tener un resultado que cubra todas las variables que afectan el microclima en el cañón urbano. ABSTRACT Climate Change is posing an urgency in the development of strategies able not only to mitigate but also adapt to the effects that this global problem is evidencing around the world. Heat waves, flooding and severe draughts increase the vulnerability of population, and this is especially critical in urban settlements. This has been extensively studied over the past decades, addressed from different perspectives and ranging from the regional heat island analysis to the building scale. Its understanding requires physical and dimensional analysis of this broad phenomenon and a deep analysis of the factors and the strategies which can offset it. In the search of solutions to this problem, green infrastructure elements such as green roofs, walls and urban forests arise as strategies able provide multiple regulating ecosystem services to the urban environment able to cope with climate change effects. This includes storm water management, heat island effect control, and improvement of air and water quality. Over the last decade, multiple studies have been developed to evaluate and quantify the ecosystem services provided by green roofs, however, specific regulating services addressing urban microclimate and their impact on the urban dwellers have not been widely quantified. This research tries to contribute to fill this gap and analyzes the effects of green roofs and urban forests on urban microclimate at pedestrian level, quantifying its potential for regulating ambient temperature in hot season in Mediterranean –continental climates. The study is divided into a sequence of analysis where the critical factors affecting the performance of the green roof system on the microclimate are identified and the effects of the green roof is tested in a real case study. The first step has been the definition of the object of study, through the analysis and review of theoretical and empirical papers that investigate the effects of covers landscaped in the built environment, in the context of its use as a tool for adaptation and mitigation of the impact of climate change on cities and urban development. This literature review, reveals the great potential of the plant systems as a tool for passive design capable of improving the climatic and microclimatic conditions in the cities, as well as its positive impact on the energy performance of buildings, but also the need for further analysis at the street scale where climate, urban surfaces and materials, and vegetation converge. This analysis requires a methodology where the thermal buildings response, the variations in the patterns of wind and the interaction of the vegetation are integrated, so a quantitative analysis can help to define the most effective strategies to achieve liveable urban spaces and collaterally, , the improvement of the surrounding buildings energy performance. In this specific scale research is needed and should be customized to every climate, urban condition and nature based strategy. In this context, the main objective for this research was the quantitative assessment of the Green roof impact on the urban microclimate at a neighbourhood scale in summer conditions in Mediterranean- continental climates. For the achievement of this main objective, the following secondary objectives have been set: • Identify the numerical models and calculation tools able to capture the effect of the roof garden on the microclimate. • Identify the enhancing or limiting parameter affecting this effect. • Quantification of the impact of the microclimate created on the energy consumption of buildings surrounding the street canyon analysed. The main hypothesis behind this research and where the above objectives are funded on is as follows: "An extensive roof installed in medium height buildings favours the establishment of microclimates at the pedestrian level and reduces the temperatures in the urban environment where they are located." For the purpose of verifying the above hypothesis and achieving the proposed objectives the following methodology has been followed: - Definition of hypothesis and objectives - Definition of the scope and limitations - Theoretical analysis of parameters affecting gren roof performance - Experimental analysis; - Energy modelling analyisis - Conclusions and future lines of work The search for suitable tools and models for meeting the objectives of this analysis has led to ENVI-met v4 as the most suitable software for this research. ENVI met is a three-dimensional micro-climate model designed to simulate the surface-plant-air interactions in urban environments. Based in the fundamental equations representing, mass, energy and momentum conservation, the software has the capacity of representing the complex phenomena characterizing the microclimate in urban canyons, overcoming the challenge posed by the computing requirements of a full calculus based on finite elements done via traditional computational fluid dynamics tools. Once the analysis tool has been defined, a first set of analysis has been developed to identify the main parameters affecting the green roof influence on the microclimate. In this analysis, two different scenarios are compared. A neighborhood with standard concrete tile roof and the same configuration substituting the concrete tile by an extensive green roof. Once the scenarios have been modeled, different iterations have been run to identify the influence of different wind patterns, solar exposure and roof vegetation type on the microclimate, since those are the most relevant variables affecting urban microclimates. These analysis have been run to check the conditions under which the effects of green roofs get significance. Since ENVI-met V4 is a predictive software, the first step has been the definition of the initial weather conditions which are then used as starting point by the software, which generates its own daily temperature and humidity profile based on the location of the building, geometry, vegetation and the surfaces physical characteristics. The base geometry used for this first analysis has been based on a typical urban layout structure located in Madrid, an orthogonal net with the main streets oriented East-West to ease the analysis of solar radiation in the different points of the model. This layout represents a typical urban neighborhood, with street canyons keeping an aspect ratio between 0.5 and 1 and high sky view factor to ensure correct sun access to the streets and buildings and work with typical wind flow patterns. Finally, the roof vegetation has been defined in terms of foliage density known as Leaf Area Density (LAD) and defined as the total one-sided leaf area per unit of layer volume. This index is the most relevant vegetation characteristic for the purpose of calculating the effect of vegetation on wind and solar radiation as well as the energy consumed during its metabolic processes. The building as usual (BAU) configuring the urban layout has been defined with standard concrete tile roofs, considering 0.3 albedo. Walls have been set with albedo 0.2 (typical brick wall construction) and adiabatic to avoid interference caused by thermal interchanges with the building indoor environment. For the proposed case, the same geometry and building characteristics have been kept. The only change is the roof surface coverage. The gravel on the roof has been changed with an extensive green roof covered with drought tolerant plants, typical in Madrid climate, and characterized by their LAD. The different scenarios analysed are based in the variation of the wind speed and the LAD of the roof. The results have been recorded under different sun exposure conditions. Simulations were run for the typical summer wind patterns, that for Madrid are characterized by South-west winds ranging from 3 to 0 m/s. Simulations were run for 3, 2, 1 and 0 m/s at urban canopy level. Results taken at 1.4 m above the ground showed that the green roof effect was lower with higher wind speeds and in any case the effect of the green roof on the air temperatures exceeded air temperature reductions higher than 1ºC. Relative humidity presented no variations when comparing the different scenarios. For the analysis at 0m/s, ENVI-met generated error and no results were obtained. Different simulations showed that under 0.5 m/s turbulence increased dramatically and the model became unstable and unable to produce reliable results. This is due to the turbulence model embedded in the software which is not valid for low wind speeds (below 1 m/s). The effect of the different foliage densities was also tested in the model. Three different alternatives were compared against the concrete roof: green roof with LAD 0.3 ( typical grass or sedum), 1.5 (typical mixed plants) and 2.5 (tree mass). The results showed very relevant temperature differences between the different LAD alternatives analyzed. Results show temperature variations ranging between 3 and 5 ºC when comparing the standard concrete roof with albedo 0, 3 with the vegetated roof and vegetated mass, showing the relevance of the LAD on the effects of green roofs on microclimate. This matches the data reported in existing literature and empirical studies and confirms the relevance of the LAD in the roof effect on the surrounding microclimate. The results of the theoretical analysis have reached the following initial conclusions related to both, the simulation tool and the model results: • In relation to the tool ENVI-met, some limitations for the analysis have been observed. In first place, the rigid structure of the geometry, the data bases and the grid size, limit the scale and resolution of the analysis not allowing the development of large urban areas. On the other hand the ENVI-met structure enables the development of this type of complex simulation within reasonable times and computational requirements for the purpose of this analysis. Additionally, the model is unable to run simulations at wind speeds lower than 0.5 m/s, and even at this speed, the results are not reliable because the turbulences generated by the model that made impossible to extract clear temperature differences between the concrete and green roof scenarios. Besides the above limitations, the wind patterns and temperature profiles generated by ENVImet are in agreement with previous analysis identifying wind patterns in urban canyons with similar characteristics and aspect ratio. Therefore the software has shown a good capacity for reproducing the wind effects in the street canyons and seems to capture the cooling effect produced by the green roof. • In relation to the model, the results reveals the influence of wind, radiation and LAD on air temperature in urban canyons with aspect ratio comprised between 0.5 and 1. Being the effect of the green roof more noticeable in shaded urban canyons with aspect ratio 1 and wind speeds of 1 m/s. In no case the reductions in air temperature exceeded 1ºC. Once the relevant parameters have been identified, mainly wind speed and LAD, an experimental analysis was conducted to test the results obtained by the model. For this purpose a large green roof was identified, able to represent the urban scale which is the object of the studio. The building identified for this purpose was the terminal 4, parking building of the international Madrid Airport. Even though this is not a standard urban area, the scale and configuration of the space around the building were deemed as acceptable for the analysis. The building is an 800x200 m, 15 m height parking building, surrounded by access paved paths and the terminal building. The parking is enclosed with facades that configure an urban canyon-like space, although the aspect ratio is lower than 0.5 and the wind patterns might differ from the theoretical model run. The building features the largest green roof in Europe, a 12 Ha extensive green roof populated with a mix of herbs and sedum with a LAD of 1.5. The buildings are surrounded by planted areas at the sidewalk and trees shading the main building facades. Green roof performance was evaluated by monitoring temperatures and relative humidity in the canyon in a typical summer day. The day selection was done taking into account meteorological predictions so the weather conditions on the measurement day were as close as possible as the optimal conditions identified in terms of green roof effects on the urban canyon. July 9th 2014 was selected for the measurement campaign because the predictions showed 1 m/s wind speed and sunny sky, which were very similar to the weather conditions where the effect of the green roof was most noticeable in the theory model. Measurements were registered hourly from 9:00am to 19:00 on July 9th 2014. Temperature, relative humidity and wind speed were recorded at 5 different levels, at 1.5, 4.5, 7.5, 11.5 and 16 m above ground and at 0.5 m distance from the building façade. Measurements were taken in three different scenarios, sunny exposure, shaded exposure, and shaded exposure influenced by nearby trees and moist soil. Temperature, relative humidity and wind speed were registered using a TESTO 410-2 anemometer, with 0.1ºC resolution for temperature, 0.1 m/s resolution for wind speed and 0.1 % for relative humidity. Surface temperatures were registered using an infrared camera FLIR E4, with temperature resolution 0.15ºC. Minimal distance to surface of 0.5 m and Tª measurements range from -20ºC and 250ºC. The temperature profiles measured on the site showed the influence of solar exposure on the temperature variations along the day, as well as the influence of the heat irradiated by the building surfaces which had been exposed to the sun radiation and those influenced by the moist soft areas around the building. After the measurements were taken, the following simulations were conducted to evaluate the impact of the green roof on the microclimate: a. Standard roof: T4 building assuming a concrete tile roof with albedo 0.3. b. Green roof: T4 building assuming an extensive green roof with low LAD value (0.5)-Simple Sedum roof. c. Green roof: T4 building assuming an extensive green roof with high LAD value 1.5- Lucerne and grasses d. Green roof plus street level vegetation: T4 Building, LAD 1.5 (Lucerne), including the existing trees at street level. This scenario represents the current conditions of the building. The urban canopy wind was set as 1 m/s, the wind speed register at that level during the measurement campaign. This wind speed remained constant over the whole campaign. Under the above conditions, the results of the models show a moderate effect of green roofs on the surrounding microclimate ranging from 1ºC to 2ºC, but a larger contribution when combining it with vegetation at pedestrian level, where 4ºC temperature reductions are reached. Relative humidity remained constant. Measured temperatures and relative humidity were compared to model results, showing a close match in the profiles defined in both cases and the good capacity of ENVI met to capture the impact of the green roof in this analysis. The largest differences were registered in the areas close to the top areas of the facades which were more exposed to sun radiation and also near to the soil level. These differences might be caused by differences between the materials properties included in the model (which were limited by the data available in the software database) and those in the real building. An important observation derived from this study is the contribution of moist soil to the green roof effect on air temperatures. In the green roof scenario with surrounding trees, the effect of the moist soil contributes to raise the temperature reductions at 4.5ºC. A final analysis was conducted after extracting the hourly temperature profile in the street canyon influenced by the effect of green roofs and trees. An energy model was run on the building assuming it was a conventional enclosed building. Energy demand reductions were registered in the building reaching up to 14% reductions at the peak hour. The main conclusion of this study is the potential of the green roofs as a strategy for reducing air temperatures and energy consumption in the buildings, although this effect can be limited by the influence of high speed winds. This effect can be enhanced its combination with urban forests and even more if soft moist pavements are included in the urban canyon morphology, becoming a potential strategy for adapting urban ecosystems to the increasing temperature effect derived from climate change.

Estudo de efeitos da polarização eletrostática periférica no Tokamak TCABR

Efeitos da polarização eletrostática de eletrodos na periferia de tokamaks têm sido investigados em pequenos tokamaks e mesmo em alguns tokamaks de grande porte. Em geral as experiências são realizadas em condições em que bifurcação do campo elétrico radial é obtida, processo este identificado como modo H de polarização. No Tokamak TCABR, as experiências indicam que o confinamento aumenta para tensões aplicadas até +300 volts, atingindo um máximo de duas vezes o tempo de confinamento do modo L, mas sem bifurcação. Indícios de bifurcação foram notados com +400 V de polarização, mas a descarga termina devido à excitação da atividade MHD, ainda sob investigação. No presente trabalho, a pesquisa é aprofundada com a utilização de uma sonda de Langmuir com 18 pinos dispostos em duas fileiras sob a forma de um ancinho (rake probe) o que permite a medição da temperatura, densidade e flutuação de potencial ao longo do raio menor na periferia do Tokamak. A resolução temporal desse sistema é de cerca de 0,5 ms, para a temperatura, e 5 microssegundos para densidade e potencial flutuante do plasma. Outra sonda eletrostática com 5-pinos na mesma posição radial, mas em diferentes posições poloidal e toroidal foi usada para medições de turbulência e transporte de partículas. Os efeitos da polarização foram investigados e indicam que os níveis de turbulência e transporte começam a diminuir entre +150 e +200 V e para +300 V chegam a atingir uma quase supressão. Nesse mesmo intervalo de tensão a densidade começa a aumentar e para +300 V chega a ser um fator de aproximadamente 2. Quanto ao perfil de temperatura a variação é pouco significativa, mas as incertezas das medidas são maiores. Esses dados são compatíveis com a criação de uma barreira de transporte na região entre o eletrodo em r = 17 cm e o limitador em a = 18 cm. Além disso, o campo elétrico radial mostra forte cisalhamento nessa região. Tomando o início da subida do potencial flutuante como origem de uma escala de tempo, o atraso temporal do início da subida da densidade de elétrons e o atraso do início do decréscimo do transporte de partículas foram medidos. Os resultados são 50 microssegundos para a densidade de elétrons e 60 microssegundos para o transporte de partículas. A questão dos limiares de potência é discutida no texto. Os dados desta experiência indicam que o campo elétrico radial desempenha o papel principal para a melhoria do confinamento.