Citas bibligráficas
Valenzuela, M., Orrillo, G. (2019). Modelación hidráulica de la red de distribución de agua potable en la localidad de Paucartambo - Cusco [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/628079
Valenzuela, M., Orrillo, G. Modelación hidráulica de la red de distribución de agua potable en la localidad de Paucartambo - Cusco [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2019. http://hdl.handle.net/10757/628079
@misc{renati/369583,
title = "Modelación hidráulica de la red de distribución de agua potable en la localidad de Paucartambo - Cusco",
author = "Orrillo Cruz, Gianmarco Anthony",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2019"
}
At present, the lack of planning and control that exists in the development of potable water supply projects is a determining factor in the presence of deficiencies in the operation of distribution networks in terms of continuity and quality of service. This research, using hydraulic modeling, seeks to evaluate the behavior of the water distribution network of the town of Paucartambo-Cusco, in order to propose solutions and improvements that help control and reduce both current and future deficiencies that could introduce oneself. First, the modeling of the network in the current state, real behavior, verifying the different design factors, as well as the consideration of the non-invoiced water analysis (ANF) was considered. In this, it was found that the deficiencies of the meter stock corresponding to the active connections generate a high percentage of ANF, which affects the operation of the network in terms of continuity and service. To assess its influence on a future network, an offer-demand balance was made. Under this premise, a proposal for a future network was presented in a scenario where the percentage of ANF is controlled through the implementation of management plans and actions, reducing the existing endowment (302.38 lt / hab / day) to values more in line with the RNE (180 lt / hab / day) meaning a decrease in the percentage of ANF from 68% to approximately 40.47%, which guarantees a more optimal operation both hydraulically and economically compared to a scenario that does not consider the ANF analysis.
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