Bibliographic citations
Vargas, F., (2018). Diseño de la infraestructura de riego del canal de irrigacion Señor de la Ascencion del Caserío Pashagon, Distrito Huamachuco – Sánchez Carrión La Libertad [Universidad Nacional de Trujillo]. https://hdl.handle.net/20.500.14414/21989
Vargas, F., Diseño de la infraestructura de riego del canal de irrigacion Señor de la Ascencion del Caserío Pashagon, Distrito Huamachuco – Sánchez Carrión La Libertad []. PE: Universidad Nacional de Trujillo; 2018. https://hdl.handle.net/20.500.14414/21989
@misc{renati/881812,
title = "Diseño de la infraestructura de riego del canal de irrigacion Señor de la Ascencion del Caserío Pashagon, Distrito Huamachuco – Sánchez Carrión La Libertad",
author = "Vargas Zavaleta, Franklin Kelvin",
publisher = "Universidad Nacional de Trujillo",
year = "2018"
}
ABSTRACT The present research work, entitled "DESIGN OF THE IRRIGATION CHANNEL IRRIGATION INFRASTRUCTURE LORD OF THE PAGASHON CASERÍO ASCENCION - HUAMACHUCO DISTRICT - SÁNCHEZ CARRIÓN PROVINCE - LA LIBERTAD", aims to realize an adequate design of the hydraulic infrastructure of the Canal Señor de la Ascencion, which will irrigate 370 hectares, benefiting 41 families directly, thus allowing the agricultural production of the hamlet to be increased. The hydraulic approach is made up of: a) Construction of 2,573.17 meters of Rectangular section channel with simple concrete f'c = 75 kg / cm2 between the progressive Km 0 + 041.91 to Km 2 + 048.50, Km 2 + 071.50 to Km 2 + 378.43 and Km 2 + 420.35 a Km 2 + 680. b) Collection through the construction of reinforced concrete Barrage f'c = 210 kg / cm2 and corrugated steel fy = 4200 kg / cm2 grade 60, Reinforced concrete left channel wall f'c = 210 kg / cm2 and corrugated steel fy = 4200 kg / cm2 grade 60 c) Construction of the following works of art and drainage: - 01 Armored concrete sand trap f'c = 210 kg / cm2 and corrugated steel fy = 4200 kg / cm2 grade 60. - 13 Armored concrete plots f'c = 210 kg / cm2 and corrugated steel fy = 4200 kg / cm2 grade 60. - 04 Reinforced concrete dissipative pools f'c = 210 kg / cm2 and corrugated steel fy = 4200 kg / cm2 grade 60. - 01 Air Crossing Structure between the progressive Km 2 + 378.43 to 2 + 420.35. In order to carry out the project, the parameters required by the National System of Public Investment were taken into account, as well as the rules established by the National Water Authority (ANA), statistical data of the INEI; We also used different applied engineering programs such as: AutoCAD, AutoCAD CIVIL 2016, S10 costs and budgets, H channels, etc.
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