Diseño de la infraestructura de riego del canal de irrigacion Señor de la Ascencion del Caserío Pashagon, Distrito Huamachuco – Sánchez Carrión La Libertad
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Date
2018
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Universidad Nacional de Trujillo
Abstract
El presente trabajo de investigación, titulado “DISEÑO DE LA INFRAESTRUCTURA DE RIEGO DEL CANAL DE IRRIGACION SEÑOR DE LA ASCENCION DEL CASERÍO PAGASHON – DISTRITO HUAMACHUCO – PROVINCIA SÁNCHEZ CARRIÓN – LA LIBERTAD”, se tiene por objetivo Realizar un diseño adecuado de la infraestructura hidráulica del canal Señor de la Ascensión la cual permitirá irrigar 370 hectáreas beneficiando a 41 familias directamente permitiendo así elevar la producción agrícola del caserío. El planteamiento hidráulico está conformado por: a) Construcción de 2,573.17 metros de Canal de sección rectangular con concreto simple f´c = 75 kg/cm2 entre las progresivas Km 0+041.91 a Km 2+048.50, Km 2+071.50 a Km 2+378.43 y Km 2+420.35 a Km 2+680. b) Captación mediante la construcción del Barraje de concreto armado f´c=210 kg/cm2 y acero corrugado fy=4200 kg/cm2 grado 60, Muro de encauzamiento izquierdo de concreto armado f´c=210 kg/cm2 y acero corrugado fy=4200 kg/cm2 grado 60 c) Construcción de las siguientes obras de arte y drenaje : - 01 Desarenador de concreto armado f´c=210 kg/cm2 y acero corrugado fy=4200 kg/cm2 grado 60. - 13 Tomas parcelarias concreto armado f´c=210 kg/cm2 y acero corrugado fy=4200 kg/cm2 grado 60. - 04 Pozas disipadoras de concreto armado f´c=210 kg/cm2 y acero corrugado fy=4200 kg/cm2 grado 60. - 01 Estructura de Cruce Aéreo entre las progresivas Km 2+378.43 a 2+420.35. Para realizar el proyecto se tomó en cuenta los parámetros que exige el Sistema Nacional de Inversión Pública, así mismo se hizo uso de las normas establecidas por La autoridad nacional del agua (ANA), datos estadísticos de la INEI; también se emplearon diferentes programas de ingeniería aplicada como son: AutoCAD, AutoCAD CIVIL 2016, S10 costos y presupuestos, H canales, etc.
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.
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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Keywords
Diseño, Infraestructura y Riego