Citas bibligráficas
Luis, J., Ruiz, E. (2023). Diseño del sistema de Agua Potable en el centro poblado Betania y caserío Pintuyacu distrito de Pinto Recodo. Tablasos, provincia de Lamas, departamento de San Martin [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/10158
Luis, J., Ruiz, E. Diseño del sistema de Agua Potable en el centro poblado Betania y caserío Pintuyacu distrito de Pinto Recodo. Tablasos, provincia de Lamas, departamento de San Martin [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2023. https://hdl.handle.net/20.500.12759/10158
@misc{renati/377816,
title = "Diseño del sistema de Agua Potable en el centro poblado Betania y caserío Pintuyacu distrito de Pinto Recodo. Tablasos, provincia de Lamas, departamento de San Martin",
author = "Ruiz Marquez, Eisten",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2023"
}
Based on the evaluation carried out for this thesis, technical solutions were proposed to the problem in the design of the drinking water system in the Betania town center and Pintuyacu village, Pinto Recodo district, Tablasos, Lamas province, San Martin department. A proposal was proposed for two independent drinking water supply systems from the PTAP, with a storage structure (Reservoirs) for each locality, this is due to the topographical conditions and the distance between the two localities. For this approach, the construction of a flow distribution chamber is necessary, since two reservoirs are being considered, being necessary the division of the flow or flow by gravity from the slow filter, optimizing the equitable and rational use of water, for a better understanding. The elaboration of a new catchment was also proposed since the previous catchment is in poor condition and it was proposed to be demolished due to irreversible structural failures, the present catchment will be designed respecting the current calculation parameters established in the standard. In its view we find a driving line that includes from the catchment to the settler. It is proposed to reuse the 2,200 meters of pipe, of which we have to replace 300 meters of pipe that were damaged by structures that collapsed due to landslides caused by the rains, we also have to replace the boxes and valves, as they are unusable. The elaboration of an air pass was proposed that is located in the progressive 3+394 according to the elaborated key plan that we elaborated with the collected information. A new layout and design are proposed for the Betania adduction line, since it will have a new hydraulic configuration when considering a new reservoir for the town of Betania, and the components of the distribution network are in good condition to be reused. lacking cleaning and disinfection of the entire pipe, for which its continuity is planted
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