Bibliographic citations
Maldonado, A., Paredes, L. (2015). Soluciones tecnológicas para el diseño de secciones permeables en vías urbanas en la ciudad de Tarapoto [Tesis, Universidad Nacional de Ingeniería]. http://hdl.handle.net/20.500.14076/3404
Maldonado, A., Paredes, L. Soluciones tecnológicas para el diseño de secciones permeables en vías urbanas en la ciudad de Tarapoto [Tesis]. : Universidad Nacional de Ingeniería; 2015. http://hdl.handle.net/20.500.14076/3404
@mastersthesis{renati/706505,
title = "Soluciones tecnológicas para el diseño de secciones permeables en vías urbanas en la ciudad de Tarapoto",
author = "Paredes Aguilar, Luis",
publisher = "Universidad Nacional de Ingeniería",
year = "2015"
}
At present, the sustainable development and climate change are two new challenges with synergies and mutual interdependencies; that take into account health, ecology, social and economic systems, which are vital for the development and wellness being sensitive and vulnerable to the climate changes. Sustainable construction is becoming increasingly more rooted in the population, thus emerging the sustainable urban drainage systems more complete, forming part of them permeable sections, composed of multiple layers of materials that allow the passage of water through them, from the surface to the base or sub-base depending on the design, offering the bearing capacity to resist a certain traffic. The goal is to design a discontinuous section permeable that allow the passage of rainwater through it, so it is proposed to experience a permeable section consisting of cobblestones, using area aggregates like crushed stone 1/4 “, 3/8“, 3/4“ and crushed sand as bed supporting the cobblestones, in order to reduce flooding and improve pedestrian and vehicular walkability. To study the infiltration capacity in laboratory, an effective tool for the characterization of different types of permeable paving was applied; the essay to clogging with Infiltrometer Cantabro Fixed (ICF), which consists of applying known input water, varying the inclination of the surface and modifying the state of clogging. At the end of the tests about the functionality of permeable pavement, there was verified the infiltration capacity and durability of the materials used, it allows its use in light traffic routes validating the hypothesis of the thesis. Finally, on laboratory model, it has been constructed experimental parking, where it has verified that there is a greater rolling rainwater in this permeable section; but the design must be done according to the location, implementing a strict quality control and ensuring the maintenance to maximize its useful life.
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