Facultad de Ingeniería y Arquitectura

Permanent URI for this communityhttps://staging-repositorio.uprit.edu.pe/handle/UPRIT/1

Browse

Settings

Subject: search.filters.subject.Excretas

Search Results

Now showing 1 - 1 of 1
  • Loading...
    Thumbnail Image
    Some of the metrics are blocked by your 
    consent settings
    Item type:Item,
    Propuesta de un diseño de red de alcantarillado y disposición de excretas en el caserío de Cochapampa, Santa Cruz de Chuca - Santiago de Chuco - La Libertad - 2017
    (Universidad Privada de Trujillo, 2017)
    Avalos Acevedo, Jhordan Alberto
    ;
    Josualdo Villar, Villar Quiroz
    The present research work has been carried out in the Caserío de Cochapampa, Santa Cruz de Chuca District - Santiago de Chuco Province - La Libertad Department, the main objective of this project is to design a sewer system and excreta disposal system with the purpose of solving essential aspects for the quality of life of the beneficiary populations, since it will assist in gilding the sewer service. This project will help reduce the high rate of diarrheal, parasitic and dermal infections due to inadequate sewage infrastructure; as outlined in the reports before it and to improve socio-economic and environmental wellbeing throughout the affected locality, for which we have seen fit to attach considerable importance to this problem. For the development of the design of the project, we are based on the Peruvian standard for Sanitation Works (OS - 070) and (IS - 020) of the National Building Regulations (RNE). The methodological process used in the research was based on a non-probabilistic cross-sectional sampling technique for convenience, using the observation technique and the observation guide as a technique; this project has quantitative - discrete descriptive statistics as its method. The results of the design were eloquent and reasonable to carry out the development of this project. It was concluded that the drainage system and excreta disposal system should be completely evacuated to two points, which will consist of reinforced concrete structures (septic tank) of 15.20 m³ and 5.10 m³ respectively. And percolating wells will be cylindrical structures with concrete brick and that will be 04 units, 03 for the septic tank of 15.20 m³ and 01 for the septic tank of 5.10 m³.