Bibliographic citations
Chilet, J., (2022). Diseño del sistema de riego por goteo en ladera para el cultivo de Mandarina en la Agrícola Campo Verde S.A.C. [Universidad Nacional Agraria La Molina]. https://hdl.handle.net/20.500.12996/5653
Chilet, J., Diseño del sistema de riego por goteo en ladera para el cultivo de Mandarina en la Agrícola Campo Verde S.A.C. []. PE: Universidad Nacional Agraria La Molina; 2022. https://hdl.handle.net/20.500.12996/5653
@misc{renati/249242,
title = "Diseño del sistema de riego por goteo en ladera para el cultivo de Mandarina en la Agrícola Campo Verde S.A.C.",
author = "Chilet Hidalgo, Jhonatan Wilber",
publisher = "Universidad Nacional Agraria La Molina",
year = "2022"
}
The lack of retentive loam soils, deep with low to moderate slopes for export agriculture, forces the use of sandy, stony soils with high infiltration rates and steep slopes, which are generally found in the inter valleys, on the slopes of the hills and alluvial beds which can be used with pressurized irrigation systems that will allow the use of uniform and efficient water. The present work consisted of the agronomic, hydraulic and automation design of a hillside drip irrigation system for mandarin cultivation in the Campo Verde farm located in the district of Huacho, province of Huaura, Lima region. The area on which the present work was developed corresponds to 24.82 ha net. The rugged relief in some areas of the land was a determining factor in the agronomic design, which was established in 10 irrigation shifts with two lateral lines for each row of crops, a self-compensated dripper flow rate of 3.6 l/h and a distance of 0.40 m between them. The hydraulic network was designed with Irricad software, the southern sector is comprised of primary, secondary and tertiary HDPE pipes because it has a sandy texture with a high percentage of stone, for the northern sector the pipes are made of PVC because the texture is sandy loam. The largest and smallest diameters obtained were 200 mm in the conduction and 50 mm in the tertiary pipe. The pumping station is sized for the operating point that requires a total dynamic head (THD) of 64 m, and a maximum operating flow of 53 l/s, whose efficiency of 78% according to the pump curve determines a nominal motor power of 75 HP. The filtration system consists of 36“ 6-body gravel tanks, with a backwash flow rate of 45 m³/h. The automation system considered a Wiseconn controller, which through its RF-X1 and RF-C1 nodes allowed to operate and monitor the components of the filtering head and the hydraulic field valves.
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