Bibliographic citations
Diez, E., Muñoz, W. (2019). Diseño comparativo técnico-económico entre sistemas de saneamiento con tuberías de pvc y de polietileno - C.P. pacanguilla - la libertad. [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/4764
Diez, E., Muñoz, W. Diseño comparativo técnico-económico entre sistemas de saneamiento con tuberías de pvc y de polietileno - C.P. pacanguilla - la libertad. [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/4764
@misc{renati/380164,
title = "Diseño comparativo técnico-económico entre sistemas de saneamiento con tuberías de pvc y de polietileno - C.P. pacanguilla - la libertad.",
author = "Muñoz Chacón, Wilmer Michel",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
The study of water leaks has been a study material on several occasions by various engineers, they should be aware of the difference between the amount of water that leaves a treatment plant to the distribution system and the water that is registered in the homes of the users by the meter. There are losses in the use of frequent water in each home, so within the system we will call it water losses, the control of these losses is already an important cost for the companies that provide the water supply. In Chapter I, the prior knowledge of the research is detailed, defining the parameters that are present in each thesis and which will help determine the required results. Chapter II describes the types of materials that will intervene in the project such as PVC, polyethylene and asbestos cement, these in turn with each of their respective accessories, also detailing the properties of each of these. Chapter III defines the influence factors that deteriorate the pipes, in other words the parameters that influence the decay of the optimal functioning of the network. In Chapter IV the existing calculation methods are described and they will help us in the processing of the information of the network, to this the technical criterion of the designer is added. In Chapter V, the existing network is evaluated by defining all its components and their current status, in addition to quantifying the pipes and household connections that this thesis focuses on in the end. In Chapter VI the constructive procedure is defined with each type of material, highlighting the differences between one and the other and taking EPS recommendations such as SEDAPAL and SEDALIB. In Chapter VII the hydraulic design is carried out and the total results of the study of this thesis are defined. Finally, the annexes are placed where each of the calculations made for this thesis is located, always taking into account the methodology and the APA standards.
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