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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/1344789,
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"
}
Title: Diseño de la bocatoma salinar, en el sector de pampas de Jagüey, distrito y provincia de Ascope
Authors(s): Casana Flores, Hugo Jesús; Llacza Ríos, Jorge Miguel Ángel
Advisor(s): Salazar Perales, Álvaro Fernando
OCDE field: https://purl.org/pe-repo/ocde/ford#2.01.00
Issue Date: 2020
Institution: Universidad Privada Antenor Orrego
Abstract: El presente trabajo de tesis consiste en el diseño de una estructura hidráulica de
captación que servirá para derivar una parte del caudal del rio y posteriormente sirva
para el cultivo en el sector pampas de jaguey ya que fue afectado por la corriente
del niño por lo que en consecuencia diferentes tramos del dique que bordean el rio
Chicama fueron devastados, por lo que a su vez permitió la inundación de varias
hectáreas de cultivo además deterioro las vías de acceso al sector, este fenómeno
dejo inhabilitadas numerosas bocatomas emplazadas en el rio Chicama de las
cuales algunas consisten en un canal de tierra abierto a orillas del rio, la cual deriva
parte del caudal hacia zonas de cultivo , por lo cual nosotros determinamos una
estructura capaz de administrar el caudal que ingrese por el canal de derivación
actualmente existente y a su vez que también se evite el arenamiento y saturación
del canal, puesto que éstos al ser de tierra requerirán algún tipo de descolmatación
o desarenamiento a corto o largo plazo
Finalmente se realizó el levantamiento topografico de 2km pertenecientes al rio
Chicama obteniendo una pendiente longitudinal promedio de 0.8 %,se planteó
evaluar su desempeño mediante un software CDF en 3 dimensiones, para lo que
se encontraron valores que evidenciaban un desempeño deficiente que indicaba
que el sedimento pasaba a través de la poza con una concentración de 0.64 % y no
se decantaba en el fondo como se esperaba, para ello se consideró colocar dos
desarenadores en serie de la misma capacidad, logrando conseguir resultados
satisfactorios.
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.
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.
Link to repository: https://hdl.handle.net/20.500.12759/6924
Discipline: Ingeniería Civil
Grade or title grantor: Universidad Privada Antenor Orrego. Facultad de Ingeniería
Grade or title: Ingeniero Civil
Register date: 11-Dec-2020
This item is licensed under a Creative Commons License