Diseño hidráulico y estructural del canal principal y tomas laterales del proyecto de irrigación El Avisado – La Conquista

• Autor: López Reátegui, Vanessa
• Formato: tesis de grado
• Fecha de Publicación: 2008
• Institución: Universidad Nacional de San Martin - Tarapoto
• Repositorio: UNSM-Institucional
• Lenguaje: español
• OAI Identifier: oai:repositorio.unsm.edu.pe:11458/385
• Enlace del recurso: http://hdl.handle.net/11458/385
• Nivel de acceso: acceso abierto
• Materia: Diseño; hidráulico; estructural; canal; principal; tomas; laterales; proyecto; irrigación; Avisado; Conquista

The Alto Mayo Special Project (PEAM), is responsible for implementing the Project "Integral Development Alto Mayo" (DIAM) entity whose main objective is to raise the incomes of the population, making sustainable use of soil and water resources. Within this context considers the improvement of irrigation systems and drainage on the left bank of the river May, as one of the important to promote agricultural development in the area factors. In this regard, the Special Project Alto Mayo considered important improvement of irrigation and drainage systems on the left bank of the river Mayo, made up of 04 independent Irrigaciones called San Jose del Alto Mayo, José Olaya- San Pedro, Avisado- Conquest and Freedom, giving priority to the implementation of Sub -Project Avisado- the 'Conquest, delimited by Huascayacu Warned and rivers. System Irrigation and Drainage "The Prompted-La Conquista", consists of a water inlet, main channel called "The Wrestler '', a side outlet, lateraíés channels and sub-side. Currently the rustic collection is collapsed and to capture the irrigation water farmers have installed drainage pipes ARMCO type, in the middle of the channel protected with sacks filled with sand. the main channel called "the Wrestler '', extending from catchment to reach its division between the side channels June 24 and Tayme. The channel "The Wrestler" currently has an irregular section, excavated in an upper layer of sandy soil with slopes covered by vegetation. The depth of the box exceeds 3.00 m to a layer of clay soil. Either it is a natural channel. The side takes rustica and side channels have an irregular outline and sections irregular channel geometry. Similarly it is observed that the existing streams as the case of the so-called Santa Rosa and are part of the natural drainage have defined until you reach the bottom, which contaminated water is captured and used as a sublateral canal channel . In short, the current system of irrigation and drainage is extremely precarious, canals are unlined and have no works to control flooding of neighboring properties or evacuate the excess water by the lack of dimension-free output. In this regard, in this thesis raise the necessary measures to achieve greater efficiency in the operation of the irrigation system in such a way to optimize the use of irrigation water in order to achieve high levels of agricultural production and productivity recommendations and It aims to make the Hydraulic Design and Structural Main canal and Lateral Irrigation Taking the Avisado- the Conquistatransversales varied its route geometry and form cavities that provide