Proyecto de saneamiento de la habilitación urbana los Álamos de Tacna
[EN] The Final Master Job is the project about sanitation networks for the new human settlement called Los Alamos Tacna, Tacna district, department of Tacna in Peru. This project will be promoted by a real estate company and transferred the local water company EPS TACNA S.A. This work has been devel...
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| Tipo de recurso: | tesis de maestría |
| Fecha de publicación: | 2014 |
| País: | España |
| Institución: | Universitat Politècnica de València (UPV) |
| Repositorio: | RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia |
| Idioma: | español |
| OAI Identifier: | oai:riunet.upv.es:10251/47193 |
| Acceso en línea: | https://riunet.upv.es/handle/10251/47193 |
| Access Level: | acceso abierto |
| Palabra clave: | Saneamiento Tacna Perú Sanitation networks INGENIERIA HIDRAULICA Máster Universitario en Ingeniería Hidráulica y Medio Ambiente-Màster Universitari en Enginyeria Hidràulica i Medi Ambient |
| Sumario: | [EN] The Final Master Job is the project about sanitation networks for the new human settlement called Los Alamos Tacna, Tacna district, department of Tacna in Peru. This project will be promoted by a real estate company and transferred the local water company EPS TACNA S.A. This work has been developed by the student in his job in Peru. The proposed solution follows the guidelines of the Reglamento Nacional de Edificaciones, because this document is obligatory for this kind of projects in that country. The objective is to define the construction of the water network supply and wastewater collection for an estimated 2,360 new inhabitants. These works are located 8.50 km southwest of the city of Tacna, and comprise an area of 80,158.00 m2. The water system connects to the network in the traffic circle of Tarapacá, and through a pipeline of PVC DN 160 mm 2,853 m of leads the water to the entrance of the urban development. The maximum design flow is 13.42 l/s. To control the pressure is necessary to design two cameras equipped with pressure reducing valves with DN 80 mm. The distribution network has a total length of 3551.47 m, executed with PVC pipes PN 10 DN 90 mm and 110 mm. The network is highly interconnected for proper operation in the cases of hourly maximum flow, hydrostatic and fire situation. The calculation program used for the design has been EPANET 2.0. The sewerage system is designed for a flow rate of 10.63 l/s. Storm water is not contemplated because the annual average rainfall in the area is only 26.20 mm. The drainage network is designed with PVC pipes with DN 200 mm class SN-2 and SN-4. For its calculation has been used the EXCEL program. The network has an overall length of 4296.03 m, including the water line leading to the outfall. |
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