Caracterização e análise do talude continental adjacente à bacia potiguar, NE Brasil

This work presents the results of the first imaging of continental slope adjacent to Potiguar Basin, in the equatorial Brazilian margin (NE Brazil). Swath bathymetry provided a complete coverage of seafloor between the upper and middle slope (100-1,300 m). Fifteen submarine canyons were mapped. The shape of the slope reflects in distinct spatial distribution of the canyons. The western area displays convex profiles which implied a greater amount of incisions by canyons. Some of them have gradient walls higher than 35°. They were classified according to location and morphology. The canyons with heads indenting shelf edge, association with a incised valley and a large fluvial system, high sinuosities, V shape, terraces along margins, further erosive features such as landslide and gullies allow to deduce a sandy-gravelly sedimentation. These canyons are associated with deposition of submarine fan systems that have been considered permeable hydrocarbon reservoirs. The presence of gullies, furrows and dunes demonstrates the role of bottom currents in the shaping of the slope. The enlargement of canyons and the change in the course when they cross the border fault imply that tectonic has also influenced in the morphology of deep waters environments of Potiguar Basin. The current sedimentation of continental slope is considered mixed because the sediments are composed of siliciclastics and bioclasts. Predominant siliciclastics are calcite, dolomite, quartz, and clay minerals. The presence of stable minerals (zircon, tourmaline and rutile), and fragmented bioclasts implies the contributions of Rivers Açu and Apodi

Late Pleistocene history of turbidite sedimentation in a submarine canyon off the northern Great Barrier Reef, Australia

Cores from slopes east of the Great Barrier Reef (GBR) challenge traditional models for sedimentation on tropical mixed siliciclastic-carbonate margins. However, satisfactory explanations of sediment accumulation on this archetypal margin that include both hemipelagic and turbidite sedimentation remain elusive, as submarine canyons and their role in delivering coarse-grained turbidite deposits, are poorly understood. Towards addressing this problem we investigated the shelf and canyon system bordering the northern Ribbon Reefs and reconstructed the history of turbidite deposition since the Late Pleistocene. High-resolution bathymetric and seismic data show a large paleo-channel system that crosses the shelf before connecting with the canyons via the inter-reef passages between the Ribbon Reefs. High-resolution bathymetry of the canyon axis reveals a complex and active system of channels, sand waves, and local submarine landslides. Multi-proxy examination of three cores from down the axis of the canyon system reveals 18 turbidites and debrites, interlayered with hemipelagic muds, that are derived from a mix of shallow and deep sources. Twenty radiocarbon ages indicate that siliciclastic-dominated and mixed turbidites only occur prior to 31 ka during Marine Isotope Stage (MIS) 3, while carbonate-dominated turbidites are well established by 11 ka in MIS1 until as recently as 1.2 ka. The apparent lack of siliciclastic-dominated turbidites and presence of only a few carbonate-dominated turbidites during the MIS2 lowstand are not consistent with generic models of margin sedimentation but might also reflect a gap in the turbidite record. These data suggest that turbidite sedimentation in the Ribbon Reef canyons, probably reflects the complex relationship between the prolonged period (> 25 ka) of MIS3 millennial sea level changes and local factors such as the shelf, inter-reef passage depth, canyon morphology and different sediment sources. On this basis we predict that the spatial and temporal patterns of turbidite sedimentation could vary considerably along the length of the GBR margin.

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.

Filling the gap: A 60 ky record of mixed carbonate-siliciclastic turbidite deposition from the Great Barrier Reef

Late Pleistocene to Holocene margin sedimentation on the Great Barrier Reef, a mixed carbonatesiliciclastic margin, has been explained by a transgressive shedding model. This model has challenged widely accepted sequence stratigraphic models in terms of the timing and type of sediment (i.e. carbonate vs. siliciclastic) deposited during sea-level oscillations. However, this model documents only hemipelagic sedimentation and the contribution of coarse-grained turbidite deposition, and the role of submarine canyons in this process, remain elusive on this archetypal margin. Here we present a new model of turbidite deposition for the last 60 ky in the north-eastern Australia margin. Using highresolution bathymetry, 58 new and existing radiometric ages, and the composition of 81 turbidites from 15 piston cores, we found that the spatial and temporal variation of turbidites is controlled by the relationship between sea-level change and the variable physiography along the margin. Siliciclastic and mixed carbonate-siliciclastic turbidites were linked to canyons indenting the shelf-break and the welldeveloped shelf-edge reef barriers that stored sediment behind them. Turbidite deposition was sustained while the sea-level position allowed the connection and sediment bypassing through the interreef passages and canyons. Carbonate turbidites dominated in regions with more open conditions at the outer-shelf and where slope-confined canyons dominated or where canyons are generally less abundant. The turn-on and maintenance of carbonate production during sea-level fluctuations also influenced the timing of carbonate turbidite deposition. We show that a fundamental understanding of the variable physiography inherent to mixed carbonate-siliciclastic margins is essential to accurately interpret deep-water, coarse-grained deposition within a sequence stratigraphic context. 

Automated, objective texture segmentation of multibeam echosounder data - Seafloor survey and substrate maps from James Island to Ozette Lake, Washington Outer Coast

Without knowledge of basic seafloor characteristics, the ability to address any number of critical marine and/or coastal management issues is diminished. For example, management and conservation of essential fish habitat (EFH), a requirement mandated by federally guided fishery management plans (FMPs), requires among other things a description of habitats for federally managed species. Although the list of attributes important to habitat are numerous, the ability to efficiently and effectively describe many, and especially at the scales required, does not exist with the tools currently available. However, several characteristics of seafloor morphology are readily obtainable at multiple scales and can serve as useful descriptors of habitat. Recent advancements in acoustic technology, such as multibeam echosounding (MBES), can provide remote indication of surficial sediment properties such as texture, hardness, or roughness, and further permit highly detailed renderings of seafloor morphology. With acoustic-based surveys providing a relatively efficient method for data acquisition, there exists a need for efficient and reproducible automated segmentation routines to process the data. Using MBES data collected by the Olympic Coast National Marine Sanctuary (OCNMS), and through a contracted seafloor survey, we expanded on the techniques of Cutter et al. (2003) to describe an objective repeatable process that uses parameterized local Fourier histogram (LFH) texture features to automate segmentation of surficial sediments from acoustic imagery using a maximum likelihood decision rule. Sonar signatures and classification performance were evaluated using video imagery obtained from a towed camera sled. Segmented raster images were converted to polygon features and attributed using a hierarchical deep-water marine benthic classification scheme (Greene et al. 1999) for use in a geographical information system (GIS). (PDF contains 41 pages.)

Morphology and surface sedimentation on the upper and middle continental slope off Uruguay

This paper presents for the first time a morphological and surface sediment characterization of the Uruguayan outer continental shelf and slope. The study is based on a high-resolution coverage using hydrographical, geomorphological and sedimentological sampling and several textural and productivity proxies. Along slope terraces and an important canyon system characterizes continental slope morphology, indicating that across- and down-slope sedimentary processes control large-scale sedimentation. Terraces represent the prolongation of the Argentinean Contouritic Depositional System that vanishes in the study area, presumably as a result of the dynamic of the Brazil-Malvinas confluence. Canyons incised in the upper slope are likely related to low-stand sea level conditions. At the outer shelf and shallow upper slope (170-250 m depth), off-shelf sand transport is inferred from the distribution of relict sand and reworked biogenic gravel. In the upper continental slope, the northern region is characterized by an erosive environment controlled by a steep slope and the southward flowing Brazil current. In the south, a depositional environment is enhanced by the presence of a gentler slope and seaward incised canyons and is mainly controlled by hemipelagic processes associated with nutrient-rich Sub-Antarctic Waters (SAW), by its confluence with South Atlantic Central Waters (SACW) and by the Rio de la Plata’s (RdlP) influence. Additionally, within the upper slope, the occurrence of igneous-metamorphic cobbles and pebbles in canyon and mound lag deposits suggests the influence of glacial fluvial discharge and/or iceberg transport processes. In the middle slope, sedimentation is controlled by thermohaline-induced deep-water bottom currents. The decreasing influence of the erosive Antarctic Intermediate Water (AAIW) is evident in a northward diminution in grain size. The variety of transport and sedimentary processes identified reflect the control of the Brazil-Malvinas confluence zone and the Rio de la Plata’s discharge.

Geomorfologia della piattaforma continentale nella Baia di Milazzo (NE Sicilia) e relazioni tra l'assetto morfo-tettonico ed idrografico e le testate dei canyon sottomarini attuali

In questo studio vengono misurati e descritti nel dettaglio i canali sottomarini che si sviluppano sulle testate dei canyon presenti nella Baia di Milazzo (NE Sicilia) attraverso sezioni sismiche a riflessione e dati batimetrici di tipo Multibeam. In base alla creazione della carta geomorfologica della piattaforma continentale che copre l'intera area di studio (31 km2) ed alla correlazione dei profili sismici è stato possibile formulare ipotesi sulle dinamiche in atto nell'evoluzione geomorfologica delle testate dei canyon dell'area. L'evoluzione e la posizione attuale delle testate dei canyon sono condizionate dall'intensa attività tettonica della Sicilia nord-orientale caratterizzata da un forte uplift. Sono anche state descritte le relazioni tra l'assetto tettonico e le dinamiche fluviali poiché queste contribuiscono ai fenomeni osservati in ambiente sottomarino. Si è visto infine che le testate dei canyon sono in arretramento e che ciò produce un forte disequilibrio nel bilancio sedimentario delle spiagge dell'area causandone l'erosione.

Multibeam and seismic survey, physical oceanography, and sea-bottom videos from the Bay of Biscay

We report the northernmost and deepest known occurrence of deep-water pycnodontine oysters, based on two surveys along the French Atlantic continental margin to the La Chapelle continental slope (2006) and the Guilvinec Canyon (2008). The combined use of multibeam bathymetry, seismic profiling, CTD casts and a remotely operated vehicle (ROV) made it possible to describe the physical habitat and to assess the oceanographic control for the recently described species Neopycnodonte zibrowii. These oysters have been observed in vivo in depths from 540 to 846 m, colonizing overhanging banks or escarpments protruding from steep canyon flanks. Especially in the Bay of Biscay, such physical habitats may only be observed within canyons, where they are created by both long-term turbiditic and contouritic processes. Frequent observations of sand ripples on the seabed indicate the presence of a steady, but enhanced bottom current of about 40 cm/s. The occurrence of oysters also coincides with the interface between the Eastern North Atlantic Water and the Mediterranean Outflow Water. A combination of this water mass mixing, internal tide generation and a strong primary surface productivity may generate an enhanced nutrient flux, which is funnelled through the canyon. When the ideal environmental conditions are met, up to 100 individuals per m² may be observed. These deep-water oysters require a vertical habitat, which is often incompatible with the requirements of other sessile organisms, and are only sparsely distributed along the continental margins. The discovery of these giant oyster banks illustrates the rich biodiversity of deep-sea canyons and their underestimation as true ecosystem hotspots.

Profile of sediment echo sounding with links to ParaSound data files and swath sonar multibeam bathymetry during METEOR cruise M70/2b

Two highly active mud volcanoes located in 990-1,265 m water depths were mapped on the northern Egyptian continental slope during the BIONIL expedition of R/V Meteor in October 2006. High-resolution swath bathymetry and backscatter imagery were acquired with an autonomous underwater vehicle (AUV)-mounted multibeam echosounder, operating at a frequency of 200 kHz. Data allowed for the construction of ~1 m pixel bathymetry and backscatter maps. The newly produced maps provide details of the seabed morphology and texture, and insights into the formation of the two mud volcanoes. They also contain key indicators on the distribution of seepage and its tectonic control. The acquisition of high-resolution seafloor bathymetry and acoustic imagery maps with an AUV-mounted multibeam echosounder fills the gap in spatial scale between conventional multibeam data collected from a surface vessel and in situ video observations made from a manned submersible or a remotely operating vehicle.

High-resolution sediment record from a submarine meandering canyon system in the eastern Atlantic

Based on a high-resolution sediment record from a submarine meandering canyon system offshore the present-day hyperarid Saharan Africa, two phases of turbidity-current activity can be distinguished during the past 13,000 years. Frequent, siliciclastic turbidity currents can be related to deglacial sea-level history, whereas rhythmically recurring fine-grained and carbonate-rich turbidity currents with recurrence times of roughly 900 years are inferred for the Holocene. Various trigger mechanisms can be considered to initiate turbidity currents, but only a few can explain a periodic turbidite activity. A comparison of Holocene turbidite recurrence times and basic cycles of 900 and 1,800 years found in various Holocene paleoclimate studies suggests that a previously unrecognized climate-related coupling may be active.

Gridded bathymetry from multibeam echosounder EM120 data of the cruise M72/1 (2007)

Bathymetry based on data recorded during M72-1 between 07.02.2007 and 20.02.2007 in the Black Sea. The main focus of the cruise were gas vents and seeps in the north-western Black Sea below 700 m water depth which is the zone of gas hydrate stability. The main target area was the deep Dnepr Canyon west of the Crimea Peninsula where previous investigations had indicated the occurrence of gas seepage.

Gridded bathymetry from multibeam echosounder EM710 data of the cruise M72/1 (2007)

Bathymetry based on data recorded during M72-1 between 07.02.2007 and 20.02.2007 in the Black Sea. The main focus of the cruise were gas vents and seeps in the north-western Black Sea below 700 m water depth which is the zone of gas hydrate stability. The main target area was the deep Dnepr Canyon west of the Crimea Peninsula where previous investigations had indicated the occurrence of gas seepage.

Swath sonar bathymetry during POLARSTERN cruise ANT-XIX/2 (PS61) with links to multibeam raw data files

Multibeam data were measured during R/V Polarstern cruise ANT-XIX/2 along track lines of about 6,100 NM total length along transits, survey profiles and during stationary work, mainly in the Weddell Sea. A multibeam survey was conducted in the eastern Weddell Sea at a potential earthquake area, located east of Fimbul Canyon. The tracks complemented data from former expeditions and extended the surveyed area to 60 by 80 NM. Data were achieved during the transit to the eastern Weddell Sea and by several wide spaced track lines at the continental margin east of Antarctic Peninsula. Between 66°30'S and 67°S a systematic survey of about 35 by 40 NM was carried out at a slump area. The multibeam sonar system Hydrosweep DS-2 was operated using 59 beams and 90° aperture angle. The refraction correction was achieved utilizing the system's own cross fan calibration. The quality of data might be reduced during bad weather periods or adverse sea ice conditions. The dataset contains raw data that are not processed and thus may contain errors and blunders in depth and position.

(Table 1, page 129) Chemical composition of ferromanganese coating on glacial erratics from Lydonia Canyon

Ferromanganese coatings have been found on glacial erratics in Lydonia Canyon, off the United States northeastern coast. The coatings, which are about 17 µm thick, consist of an outer manganese-rich layer which covers the top of the erratic, a middle transitional layer, and an internal iron-rich layer that encircles the entire surface of the erratic. Chemical analyses of the coatings, when compared with similar data on abyssal marine ferromanganese deposits, reveal comparable Mn/Fe ratios, higher P and Ti concentrations, and an order of magnitude less of Co, Ni, Cu, and most other metals. A comparison of the Lydonia Canyon coatings with desert varnishes reveals obvious chemical, mineralogical, and morphological differences.

The Southern Ischia canyon system: examples of deep sea depositional systems on the continental slope off Campania (Italy)

The Southern Ischia canyon system has been investigated in detail through Multibeam bathymetry and Sparker seismic data and has been put in the geological framework of the deep sea depositional systems off the Campania region. The geological and geomorphological characteristics of the canyon system have been also compared with the characters of the Mediterranean submarine canyons and with the deep sea depositional systems of the Tyrrhenian sea. The Southern Ischia canyon system engraves a narrow continental shelf from Punta Imperatore to Punta San Pancrazio, being limited southwestwards from the relict volcanic edifice of the Ischia Bank. It consists of twenty-two drainage axes, whose planimetric trending has been reconstructed in a sketch morphological map realized through the geological interpretation of Multibeam bathymetry. While the eastern boundary of the canyon system is controlled by extensional tectonics, being limited by a NE-SW trending (anti-Apenninic) normal fault, its western boundary is controlled by volcanism, due to the growth of the Ischia volcanic bank. Submarine gravitational instabilities also acted in relationships to the canyon system, allowing for the individuation of large-scale creeping at the sea bottom and hummocky deposits already interpreted as debris avalanche deposits. Quaternary marine seismic sequences have been reconstructed through a densely spaced seismic grid recorded through a Sparker multitip seismic source, allowing for a detailed observation of steep erosional slopes occurring on the southern flank of the island and related deep sea depositional systems. Important implications of this study will regard the coastal monitoring and beach nourishment of the southern flank of the island, being involved by a strong erosion of marine and coastal systems.