Mejoramiento del sistema integral de saneamiento básico de Huacachina - Ica
Fecha
2023
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Universidad Nacional San Luis Gonzaga
Resumen
El objetivo principal es mejorar el sistema integral de saneamiento básico de Huacachina-Ica para
una mejor condición sanitaria de la población, desarrollando dentro del distrito de Ica, provincia
y departamento de Ica.
Por lo tanto, se desarrolló una investigación cuantitativa, aplicada, realizando la propuesta, en un
nivel descriptivo y correlacional, con diseño de investigación no experimental-transversal. La
población de estudio es el sistema integral de saneamiento básico de Huacachina-Ica.
Principales resultados, capacidad portante de suelo para reservorio 0.84 kg/cm2 y 1.20 kg/cm2
para cámara de bombeo de desagües, población de diseño: 755 habitantes, con una calidad de
agua apta para consumo humano, caudal de captación Qmin=10 lt/seg, el caudal máximo horario
Qmh=3.40 lt/seg y el Qmhc=2.73 lt/seg para el diseño del sistema integral. Línea de conducción de
473.83 m de tubería PVC ISO 1452 clase C-5 Ø 160mm, reservorio de 85m3 de capacidad, red
de distribución con PVC ISO NTP 1452 clase C-7.5 Ø 90mm. Para el sistema de desagüe tuberías
PVC-NTP ISO-21138 serie 25 Ø 110mm, cámara de bombeo circular con profundidad total de
5.91m y 1.60m de diámetro, línea de impulsión con 93.09m y PVC NTP ISO 1452 clase 15 Ø
entre 110mm y 160mm.
Finalmente, se demostró que se mejorar el sistema integral de saneamiento básico de HuacachinaIca, confirmando la hipótesis principal de la investigación. Al ejecutarse las obras propuestas los
pobladores serán beneficiados notablemente recibiendo agua de calidad y evacuando las aguas
residuales, para satisfacer las actividades básicas.
The main objective is to improve the integral basic sanitation system of Huacachina-Ica for a better sanitary condition of the population, developing within the district of Ica, province and department of Ica. Therefore, a quantitative, applied research was developed, making the proposal, at a descriptive and correlational level, with a non-experimental-cross-sectional research design. The study population is the comprehensive basic sanitation system of Huacachina-Ica. Main results, soil bearing capacity for reservoir 0.84 kg/cm2 and 1.20 kg/cm2 for drainage pumping chamber, design population: 755 inhabitants, with water quality suitable for human consumption, collection flow rate Qmin=10 lt/ sec, the maximum hourly flow rate Qmh=3.40 lt/sec and Qmhc=2.73 lt/sec for the design of the integral system. Conduction line of 473.83 m of PVC pipe ISO 1452 class C-5 Ø 160mm, reservoir of 85m3 capacity, distribution network with PVC ISO NTP 1452 class C-7.5 Ø 90mm. For the drainage system PVC-NTP ISO-21138 pipes series 25 Ø 110mm, circular pumping chamber with a total depth of 5.91m and 1.60m in diameter, discharge line with 93.09m and PVC NTP ISO 1452 class 15 Ø between 110mm and 160mm. Finally, it was shown that the integral basic sanitation system of Huacachina-Ica is improved, confirming the main hypothesis of the investigation. When the proposed works are executed, the residents will benefit notably by receiving quality water and evacuating wastewater, to satisfy basic activities.
The main objective is to improve the integral basic sanitation system of Huacachina-Ica for a better sanitary condition of the population, developing within the district of Ica, province and department of Ica. Therefore, a quantitative, applied research was developed, making the proposal, at a descriptive and correlational level, with a non-experimental-cross-sectional research design. The study population is the comprehensive basic sanitation system of Huacachina-Ica. Main results, soil bearing capacity for reservoir 0.84 kg/cm2 and 1.20 kg/cm2 for drainage pumping chamber, design population: 755 inhabitants, with water quality suitable for human consumption, collection flow rate Qmin=10 lt/ sec, the maximum hourly flow rate Qmh=3.40 lt/sec and Qmhc=2.73 lt/sec for the design of the integral system. Conduction line of 473.83 m of PVC pipe ISO 1452 class C-5 Ø 160mm, reservoir of 85m3 capacity, distribution network with PVC ISO NTP 1452 class C-7.5 Ø 90mm. For the drainage system PVC-NTP ISO-21138 pipes series 25 Ø 110mm, circular pumping chamber with a total depth of 5.91m and 1.60m in diameter, discharge line with 93.09m and PVC NTP ISO 1452 class 15 Ø between 110mm and 160mm. Finally, it was shown that the integral basic sanitation system of Huacachina-Ica is improved, confirming the main hypothesis of the investigation. When the proposed works are executed, the residents will benefit notably by receiving quality water and evacuating wastewater, to satisfy basic activities.
Descripción
Palabras clave
Sistema integral, Saneamiento básico, Mejoramiento, Basic sanitation