978 resultados para Opera-Argumentos, etc
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Incluye Bibliografía
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Explica las tareas de tipo administrativo específicas de cada unidad: mantención de archivos manuales y computacionales; recepción de correspondencia, material bibliográfico, facturas; solicitud de entrega de documentos, de búsquedas por computador, etc. En anexos, incluye formularios y cartas tipo.
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Incluye Bibliografía
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Incluye Bibliografía
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Incluye Bibliografía
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Incluye Bibliografía
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Incluye Bibliografía
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Includes bibliography
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Incluye Bibliografía
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Ningún puerto es igual al otro. A pesar de que su fin primordial siempre sea el mismo (servir de interfaz para el cambio modal del transporte en general) nunca encontraremos dos puertos con la misma configuración. En este sentido, podemos clasificar a los puertos según: Sus condicionantes físicos: ubicación (situación geográfica, artificiales, naturales, en estuarios, climas adversos, mareas,...) y tamaño (grandes, pequeños, medianos). Su uso: Puertos comerciales (carga general, graneles sólidos, graneles líquidos, petróleos, de transbordo, mixtos), de pasajeros, deportivo - lúdicos, pesqueros, mixtos, etc Su titularidad: privados, municipales, regionales o estatales. El papel que juega la Autoridad Portuaria en la gestión del puerto: - Global, es decir, la Autoridad Portuaria planifica, desarrolla y opera la totalidad de los servicios. - Impulsor, en el que la autoridad portuaria planifica y desarrolla tanto la infraestructura como la superestructura pero los servicios los ofrecen empresas privadas. - Concesionado, donde la autoridad portuaria deja a cargo de las empresas privadas la superestructura y la prestación de los servicios portuarios.
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Pós-graduação em Comunicação - FAAC
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This study aimed to develop, implement and evaluate the performance of a new type of bioreactor for anaerobic treatment of wastewater using different filling materials like trickling filters post-reactor. This bioreactor has mixed characteristics of the UASB reactors and horizontal flow from the point of view of removal of BOD (Biochemical Oxygen Demand) ssed (settled solids), TS (Total Solids), SS (Suspended Solid), SD (Dissolved Solids) and turbidity. The experimental model consists of a bioreactor with a volume of 12 m³, 2/3 filled by fluidized bed and 1/3 for fixed. The fluidized bed is made of polystyrene plates used as a system percolation and compartmentalized trickling filters, where each compartment was filled with a support medium with different characteristics (gravel number 4, plastic rings of polystyrene, PET and HDPE) . In addition, the output of a filter system was installed three entries filled with activated carbon. The bioreactor was installed in private residence in the city of Igarapava-SP (20° 02'40.18"S and 47° 45'01.36" W). The system was highly efficient as the removal of organic contaminant load 92% on average reducing the BOD, a significant result when compared to other anaerobic systems. For the other parameters, the mean reduction was 96% for turbidity, 99% ssed, 67.5% ST, 57% SD and 88% of SS. As for its operation the system was capable of operating in continuous flow without the need for maintenance during the entire period of evaluation and without energy, as it operates taking advantage of the natural slope of the terrain where it is installed. The environmental impacts were minimized due to the preservation of local vegetation allowing the ecosystem to remain unchanged beyond the prototype was completely sealed preventing exhalation of odors and therefore not causing inconvenience to neighboring populations. Given these facts it was concluded that the prototype is shown to be highly feasible deployed as a new alternative for treatment of sewage in rural and urban settings (individual homes, condos, farms, ranches, etc.) Due to ease of design and operability, and sustainability at all stages of execution.