961 resultados para Divisiones Hidrológico Forestales


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The End of Course Work this aims, the hydrological cycle of water on our planet, and explain about its importance in the lives of living beings, finally, carry out a detailed analysis regarding the financial feasibility of implementing a system Shauer sustainable in the condominium, the first being the pickup of river water, which will use a reservoir for capitation and filtering, a reservoir for water storage filtered and pumps that will redirects it to outside faucets and toilets use in residences

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Over the past two years, Brazil has been facing a major water crisis in its history and the state of Sao Paulo is the one that has been going through worst difficulties. In this scenario, all water users should do everything possible so that the consumption of water resources is carried out in a sustainable manner. In this context, the companies responsible for the public water supply must increase the efficiency of water resource management. It is indispensable combating losses in the public supply system. When there is a non-visible leak in a pipe, the wastewater volume can be high, but in this case, the water returns to nature and continues to participate in the hydrological cycle. The economic loss corresponds to the value added to the product water, which includes the intrinsic costs of exploration, processing and distribution. This damage results in a reduced availability of financial resources of sanitation companies to invest in environmentally friendly solutions. This study aimed to diagnose the water distribution system in the city of Guaratinguetá (SP), held by the Companhia de Serviços de Água, Esgoto e Resíduos de Guaratinguetá (SAEG), to propose measures to combat water loss. Among the proposed measures, there is the monitoring of losses, planning for replacement of old pipes and company awareness as a whole in relation to combat water losses

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The End of Course Work this aims, the hydrological cycle of water on our planet, and explain about its importance in the lives of living beings, finally, carry out a detailed analysis regarding the financial feasibility of implementing a system Shauer sustainable in the condominium, the first being the pickup of river water, which will use a reservoir for capitation and filtering, a reservoir for water storage filtered and pumps that will redirects it to outside faucets and toilets use in residences

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Over the past two years, Brazil has been facing a major water crisis in its history and the state of Sao Paulo is the one that has been going through worst difficulties. In this scenario, all water users should do everything possible so that the consumption of water resources is carried out in a sustainable manner. In this context, the companies responsible for the public water supply must increase the efficiency of water resource management. It is indispensable combating losses in the public supply system. When there is a non-visible leak in a pipe, the wastewater volume can be high, but in this case, the water returns to nature and continues to participate in the hydrological cycle. The economic loss corresponds to the value added to the product water, which includes the intrinsic costs of exploration, processing and distribution. This damage results in a reduced availability of financial resources of sanitation companies to invest in environmentally friendly solutions. This study aimed to diagnose the water distribution system in the city of Guaratinguetá (SP), held by the Companhia de Serviços de Água, Esgoto e Resíduos de Guaratinguetá (SAEG), to propose measures to combat water loss. Among the proposed measures, there is the monitoring of losses, planning for replacement of old pipes and company awareness as a whole in relation to combat water losses

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The creation of new legally protected areas brings many conflicts that distance the real landscape from the expected according to environmental law or conservation researchers. In this study, we mapped and compared the changes in Serra da Japi (Sao Paulo State, Brazil) throughout 40 years with scenarios of legal protection and scientific expectation on forest conservation, to evaluate the distance between them. This may allow us to infer the direction of historical changes and assist in the debate among decision makers. The results showed that most legal requirements on forest protection in the current landscape have been met. The 1960s was the period when the forest cover was closest to the desirable conservation stage. Although the Serra do Japi has maintained large areas of forests during the entire study period, human interference increased with the expansion of reforestation and urban areas, and access roads were identified as a primary potential driving forces of change. In addition, habitat loss was observed in the landscape, which can represent the first phase of a sequence of modifications detrimental to the environmental conservation of this protected area, including decision changes to land use. In conclusion, the changes evolved toward conservation expectations, but not toward the forest configuration of scientific expectation.

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The Brazilian Atlantic forest is considered one of the world's biodiversity conservation hotspot. Today there is less than ten percent remaining. Therefore it is necessary to restore these ecosystems. There are many ways of achieving restoration's main goals, but there is a lack of ecological studies that analyzes tree species richness as a variable. Thus, this study's goal is to investigate if there is a difference between a forest restoration in a gradient of tree species richness that varies from 20, 60 to 120 species, by using the litterfall as an indicator. Every month, for one year the forest litter was collected from litter traps that were previously installed. Results revealed that stands produced litterfall by the increasing gradient of species was of 5,370, 5,909 and 6,432 kg ha(-1) yr(-1). The statistical analyses revealed no significant difference among them. Therefore this six-year-old forest restoration plantation shows no difference on the litter production by the tree species richness.

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Zonas ripárias são áreas de saturação hídrica, permanente ou temporária, cuja principal função é a proteção dos recursos hídricos de uma microbacia. Essa pesquisa comparou a adequação do uso do solo de dois cenários de planejamento agrícola de uma microbacia: o cenário convencional, representando o método usualmente empregado, que apenas considera as classes de capacidade de uso da terra, e o cenário hidrológico, que inclui a delimitação e avaliação das zonas ripárias. Um estudo de caso foi realizado na Microbacia do Ribeirão São João (3.656 ha), no município de Mineiros do Tietê (São Paulo, Brasil). Mapas de Classe de Capacidade de Uso da Terra e de Adequação do Uso do Solo foram elaborados, utilizando o Sistema de Informação Geográfica (SIG), para a construção dos cenários convencional e do proposto. Excluindo a Área de Preservação Permanente (APP), o cenário convencional indicou que 59,0% da área destinada à agricultura está adequadamente utilizada, 28,2% está subutilizada e 2,6% está sobreutilizada. O cenário proposto ou hidrológico, com inclusão da identificação da zona ripária (24,9% da microbacia) mostrou que muitas áreas que, no cenário convencional, possuem pouca restrição para o cultivo intensivo, como as classes II e III, são zonas ripárias, de sensibilidade hidrológica. Existem dentro dos limites da zona ripária 38,9% de classe de capacidade de uso III e 49,5% de classe IV. O planejador, desconsiderando a zona ripária, pode colocar em risco áreas vitais que, se degradadas, representam danos para a saúde e resiliência da microbacia.

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RESUMEN. Se ha llevado a cabo un modelo de flujo de aguas subterráneas en la desembocadura del Barranco de La Aldea (Gran Canaria). El área fue discretizada tridimensionalmente en celdas de 50x50 m considerando 3 capas. La capa superior está constituida por materiales sedimentarios y volcánicos (aluvial, derrubios de ladera y basaltos alterados) y las capas intermedia e inferior por basaltos. Se ha realizado un modelo en régimen estacionario simulando el año hidrológico medio 1991/92 y transitorio para el período de 1991/92-1998/99. Los límites norte, sur y este se han definido como bordes impermeables, la línea de costa se ha definido como nivel constante y la cabecera del barranco se ha simulado mediante un tramo de caudal prefijado representando el aporte de la cuenca alta del barranco. Las entradas en la zona son: recarga por lluvia, retornos de riego, pérdidas en la red de abastecimiento, cabecera del barranco principal y desde la zona de intra-caldera. Las salidas son: bombeos y descarga al mar. El borde inferior se define por el flujo nulo en el contacto entre los basaltos alterados y sin alterar. En el cauce de los barrancos se ha impuesto una condición de dren y las extracciones se han localizado según los datos obtenidos de las captaciones de la zona. Los parámetros resultantes de la calibración del modelo, en particular, la transmisividad, son del mismo orden que los obtenidos en estudios previos modelo. Por otro lado, los niveles calculados y observados presentan un buen ajuste y el balance hídrico resulta consistente. ABSTRACT. A groundwater flow model in La Aldea ravine lower part (Gran Canaria) has been developed. The zone has been tridimensionally discretized as cells of 50 x 50 m considering 3 layers. The superficial layer is formed by sedimentary and volcanic materials (Alluvial, screes and altered basalts) and the intermediate and lower layers are basalts. The model has been developed in stationary state for the average hydrologic year 1991/92 and in transitory state for the period of 1991/92-1998/99. The North, South and East limits have been defined as null flow boundary conditions, the coast line has been defined as constant level and the ravine bed at the east has been defined as a constant flow, representing the contribution from the upper ravine basin. Recharge is a result of rainfall, irrigation returns, supply network leaks and inflow from the intra-caldera zone. Discharge takes place by pumping wells and flows towards the sea. The bottom surface is defined as a null flow condition in the limit between altered and unaltered basalts. A drain condition has been imposed in the ravine and the pumping wells extraction has been located. The simulation results indicate that the transmisivities obtained in previous works present the same order of magnitude than the obtained in the model and the calculated levels are in good agreement with the observed levels measurements.

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[ES] Las captaciones de aguas subterráneas han tenido y tienen una notoria influencia en el desarrollo social y económico de la isla de Gran Canaria, de forma que no es de extrañar el gran número de expedientes tramitados para su ejecución, la alta densidad de captaciones ejecutadas y en funcionamiento, probablemente de las más altas del mundo, y el altísimo número de familias vinculadas a las mismas a través de Comunidades y Heredades de Aguas, sociedades y otras figuras de titularidad. La evolución y situación actual del acuífero insular está estrechamente relacionado con los periodos de desarrollo del número de captaciones, llegando a nuestros días con una clara situación de sobrexplotación y a una preocupante pérdida de calidad de las aguas, cuestiones que ahora se intentan revertir. El incremento incesante de captaciones no estuvo acompañado de unas medidas de control técnico-administrativo, ni de una legislación o normativa adaptada a los avances tecnológicos para la ejecución de este tipo de obras o a la realidad de la explotación, y en consecuencia no ha habido un registro detallado de cada captación y sus características físicas e hidrológicas. Pocos han sido los estudios abordados para la identificación y el conocimiento de las captaciones, relaciones estadísticas (1700-1900), proyectos globales con financiación exterior (1970-1981) y trabajos vinculados al Plan Hidrológico Insular (1988- 2002), siendo el más completo y de alcance científico el denominado como SPA-15, pero sin que ninguno haya cubierto la totalidad de captaciones ni la totalidad del territorio, y mucho menos la totalidad de los datos inherentes a cada captación que se precisan para una correcta protección del acuífero y un adecuado control de las captaciones. Esta cuestión contrasta con la obligación de realizar inventario o censo, muy detallado, señalada por la legislación vigente y con la necesidades derivadas, entre otras, relativas a: ordenación del territorio, protección del patrimonio arquitectónico e industrial, salvaguarda de los valores etnográficos y de la historia, mercado y cultura del agua, las cuales precisan claramente de conocer la realidad de las captaciones de aguas subterráneas.

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Doctor en Biología por la Universidad de Las Palmas de Gran Canari. Es profesor titular del Departamento de Ciencias forestales de la Universidad Nacional de Colombia (Medellín).

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[ES] La superficie afectada por incendios en Gran Canaria y Tenerife en Agosto de 2007 (aproximadamente 35.060 hectáreas) fue similar a la quemada en los últimos 22 años en todo el Archipiélago Canario. Sin duda, en los momentos clave de incen-dios, cuando la prevención se ha visto desbordada, se impone una planificación y actuación en base a simulaciones predicti-vas que ayuden a minimizar los daños ocasionados. Los gestores virtuales por ordenador pretenden ser herramientas de ayu-da en este propósito. Se presenta un entorno de desarrollo robusto, funcional y flexible encaminado a crear aplicaciones geográficas 3D mul-ticapa centrado, en esta etapa de desarrollo, en la aplicación a un Gestor Virtual de Emergencias1 (Geviemer) con la capaci-dad de simulación y predicción del fuego en incendios forestales. Se ofrece una herramienta de utilidad para el análisis y la toma de decisiones en incendios en Canarias, con una visualización tridimensional que permite la interacción en tiempo real. El entorno, desarrollado con software libre y diseñado en base a una arquitectura por capas permite adaptarlo completa-mente a las necesidades del usuario, ofreciendo un marco abierto a la especialización en aplicaciones concretas. Se analizan en esta comunicación los pormenores del entorno, destacando las características del diseño del software y las particularida-des de Geviemer.