Bibliographic citations
Casana, H., Llacza, J. (2020). Diseño de la bocatoma salinar, en el sector de pampas de Jagüey, distrito y provincia de Ascope [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/6924
Casana, H., Llacza, J. Diseño de la bocatoma salinar, en el sector de pampas de Jagüey, distrito y provincia de Ascope [Tesis]. PE: Universidad Privada Antenor Orrego; 2020. https://hdl.handle.net/20.500.12759/6924
@misc{renati/374482,
title = "Diseño de la bocatoma salinar, en el sector de pampas de Jagüey, distrito y provincia de Ascope",
author = "Llacza Ríos, Jorge Miguel Ángel",
publisher = "Universidad Privada Antenor Orrego",
year = "2020"
}
The present thesis work consists in the design of a hydraulic collection structure that serves to derive a part of the river flow and subsequently serves for cultivation in the pampas de jaguey sector since it was affected by the child's current, so in consequent different sections of the dike that border the Chicama river were devastated, so that in turn, the flooding of several hectares of cultivation in addition to the access roads to the sector, this phenomenon left disabled, problems of bocatomas located in the Chicama river of which are consistent in an open land channel on the banks of the river, which derives part of the flow to growing areas, so we determine a structure capable of managing the flow entering through the currently available bypass channel and in turn that the sandblasting and saturation of the canal is also avoided, since they require to be grounded they will require some sort of collapse or short-term or long-term de-training Finally, the topographic survey of 2 km belonging to the Chicama river was obtained, obtaining an average longitudinal slope of 0.8%, it was proposed to evaluate its performance through a 3-dimensional CDF software, for which values were found that showed a poor performance that indicates that the Sediment passed through the well with a concentration of 0.64% and did not decant in the bottom as expected, for this it is considered to place two sand traps in the series of the same capacity, achieving satisfactory results.
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