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Análise experimental em modelo físico de estruturas hidráulicas de remoção de sedimentos em barragens: descarregadores de fundo ; Experimental analysis in the physical model of hydraulic structures of sediment removal in dams: bottom outlets

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  • معلومة اضافية
    • Contributors:
      http://lattes.cnpq.br/1662806647178260; http://lattes.cnpq.br/0908850880080554; Teixeira, Eder Daniel; http://lattes.cnpq.br/8159096749426967; Dai Prá, Maurício
    • بيانات النشر:
      Universidade Federal de Pelotas
      Centro de Desenvolvimento Tecnológico
      Programa de Pós-Graduação em Recursos Hídricos
      UFPel
      Brasil
    • الموضوع:
      2019
    • Collection:
      Repositório Institucional da UFPEL (Universidade Federal de Pelotas)
    • نبذة مختصرة :
      Bottom outlets are hydraulic structures present in a large number of small and medium size dams, essential for sediment removal in these enterprises. They are incorporated to the upstream facing and in the lower portion of the useful volume of the reservoirs in order to increase the water storage capacity and the useful life of the enterprise in question. The operation of the bottom outlets occurs through the removal of sediment by the dragging capacity of the flow, being the phenomenon of silting, originating from anthropic and natural activities of the hydrographic basins, a gradual process inherent to the different uses of water reservation. In several places around the world, due to its importance, are being developed different methodologies of dimensional analysis and estimation of the cone of sediment removal deposited in reservoirs considering the limited efficiency of the bottom outlet structures. In this way, the present work aims to experimentally identify the hydrodynamic behavior of the bottom outlets and their main hydraulic and sedimentological parameters that favor the removal of unconsolidated bottom sediments. Three distinctive physical-experimental models were used with different geometry characteristics proposed for the dischargers, assay flows and hydraulic load under these structures, having been evaluated the new bottom conformations in 4 (four) different types of materials: sand, processed rubber, Cardiff coal and CATA coal. Through the bathymetric profiles, extracted after the activation of the removal structures, new dimensionless parameters were developed that estimate the reach and maximum width of the removal cone representative of the desilting process of the reservoirs under Pressure Flushing conditions. In addition, were verified the estimates defined in literature by Meshkatiet al. (2010a) and (2010b), Meshkati et al. (2010) in Emamgholizadeh et al. (2013), Fathi-Moghadam et al. (2010) and Emamgholizadeh and Fathi-Moghadam (2014), for the maximum dimensions of the removal cone, as ...
    • Relation:
      ABREU, Aline Saupe. Análise experimental em modelo físico de estruturas hidráulicas de remoção de sedimentos em barragens: descarregadores de fundo. 2018. 166 f. Dissertação (Mestrado em Recursos Hídricos) – Programa de Pós-Graduação em Recursos Hídricos, Centro de Desenvolvimento Tecnológico, Universidade Federal de Pelotas, Pelotas, 2019.; http://guaiaca.ufpel.edu.br:8080/handle/prefix/5772
    • Rights:
      OpenAccess
    • الرقم المعرف:
      edsbas.6BF60F93