Bibliographic citations
Aguilar, L., Salazar, R. (2024). Propuesta de un sistema de conducción a fin de reducir las pérdidas por infiltración en el sector agrícola El Cóndor, Ica – Perú [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/683207
Aguilar, L., Salazar, R. Propuesta de un sistema de conducción a fin de reducir las pérdidas por infiltración en el sector agrícola El Cóndor, Ica – Perú [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/683207
@misc{renati/1033185,
title = "Propuesta de un sistema de conducción a fin de reducir las pérdidas por infiltración en el sector agrícola El Cóndor, Ica – Perú",
author = "Salazar Ramirez, Rebeca",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
In this work, it has been identified that the channel of the agricultural sector Cóndor, district of Independencia, Pisco - Ica, presents losses due to infiltration during its development, bringing with it a water deficit for the irrigation of agricultural areas. This area has an area under irrigation of approximately 1970 ha, which could increase to 2259 ha, being the total of potentially agricultural areas. The Local Water Authority of Pisco granted 02 Water Use Licenses with agricultural purposes to the blocks that make up the agricultural sector Cóndor: Mencia Zárate and San Jacinto, a total maximum flow of 3.32 m3/s. The topographic survey of the 5.56 km long earthen channel was carried out, from the intake, located on the right bank of the Pisco River, to a flow distributor. In addition, geotechnical explorations have been carried out in 09 test pits, distributed throughout the channel; This information is relevant for estimating roughness and infiltration losses. Also, 07 sections of the canal have been measured, using the float methodology. With the flows obtained, a total of 51.55 l/s of infiltration losses have been calculated, representing 22.20%. In addition, these results have been validated using empirical formulas and with the use of Hcanales, obtaining a total of 45.04 l/s of infiltration losses, reaching 19.50%. Finally, the 5.56 km canal was designed, with the appropriate geometry and lining, achieving a reduction in water losses due to infiltration.
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