Citas bibligráficas
Sanchez, R., (2023). Diseño del sistema de alcantarillado sanitario y conexiones domiciliarias en la localidad periférica El Platanar Cascas, Gran Chimu - La Libertad, usando el programa Sewercad [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/10367
Sanchez, R., Diseño del sistema de alcantarillado sanitario y conexiones domiciliarias en la localidad periférica El Platanar Cascas, Gran Chimu - La Libertad, usando el programa Sewercad [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2023. https://hdl.handle.net/20.500.12759/10367
@misc{renati/377697,
title = "Diseño del sistema de alcantarillado sanitario y conexiones domiciliarias en la localidad periférica El Platanar Cascas, Gran Chimu - La Libertad, usando el programa Sewercad",
author = "Sanchez Marin, Rodrigo Alessandro",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2023"
}
In this thesis project, the DESIGN OF THE SANITARY SEWERAGE SYSTEM AND DOMICILIARY CONNECTIONS IN THE PERIPHERAL LOCALITY OF EL PLATANAR IN CASCAS, GRAN CHIMÚ - LA LIBERTAD, USING THE SEWERCAD PROGRAM, was formulated for the supply of sanitary sewerage networks to the population of the platanar sector. For the hydraulic calculation of the sewerage system, it will be designed considering the sanitation works standards (OS. 070) necessary to comply with the design criteria for an optimal project to be developed in the rural area of El Platanar. Also, a soil mechanics study was carried out to identify the soluble salts that are found and may affect the sewerage network, on the other hand, a topographic survey was carried out to define the sewerage network; all this is necessary to be used in the design and hydraulic calculation of the sewerage system in the SEWERCAD software. The banana plantation area has high and low levels because it is a rural area, this forces me to take into account the height of mailboxes, in certain sections of pipes the height of the mailbox must be increased from the minimum, which is 1.20 m; having five starting mailboxes (Bz-01, Bz-06, Bz-08, Bz-49, Bz-45A), 64 mailboxes distributed throughout the sewerage network, with 64 pipe sections, thus having a total length of pipeline of 2965.02 linear meters; the criteria established in the OS must be met. 070, for an optimal projection of the net system. The objective is to carry out the design and hydraulic calculation of the sewage system to provide a sewage network system and evacuate wastewater from this area. With this we conclude the importance of providing a piping system along the Platanar area, based on a hydraulic sewerage calculation
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