Hydraulic design of main and parcel networks of the sprinkler irrigation system in the Chaupiloma II - Píllaro sector
DOI:
https://doi.org/10.56124/finibus.v8i15.006Keywords:
irrigation system, sprinkler irrigation, pipes, sprinklersAbstract
In this project a hydraulic system of a sprinkler irrigation system was designed for the community of Chaupilom II, for which information was collected, such as topographic survey, information from the Pisayambo weather station, types of crops, among others. The information collected was used to design the main network and the plot design. The IRRICAD V15 software was used for the design. In addition, simultaneously with this process, the design of the main network was carried out in AutoCad Civil 3D software. With the plot designs, the diameters of the pipes to be used, the number of sprinklers and the number of turns per plot were determined. On the other hand, it was possible to determine with the design of the main network the diameter of the main pipe taken from the existing reservoir tank in the area, the design of the demanding and the different accessories. The project was designed with an initial flow of 25.78 lt/s, knowing that the sector is divided into three branches, the data would be as follows: Branch 1 (7.65lt/s), Branch (9.46 lt/s) and Branch 3 (8.67 lt/s).
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