Evaluación del comportamiento de consumo horario residencial de agua potable en el cantón Guano parroquia “El Rosario

The parish El Rosario, belonging to the Guano canton, has a single potable water distribution network known as the Llio network, which supplies the neighborhoods that makeup Los Langos. These neighborhoods include San Miguel, San Pedro de las Abras, San Alfonso, La Inmaculada, Langos Chico, and 20 d...

Full description

Saved in:
Bibliographic Details
Main Author: Aviles Orozco, Melany Monserrath (author)
Other Authors: Lamiña Chauca, Adrián Danilo (author)
Format: bachelorThesis
Language:spa
Published: 2024
Subjects:
Online Access:http://dspace.unach.edu.ec/handle/51000/12279
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:The parish El Rosario, belonging to the Guano canton, has a single potable water distribution network known as the Llio network, which supplies the neighborhoods that makeup Los Langos. These neighborhoods include San Miguel, San Pedro de las Abras, San Alfonso, La Inmaculada, Langos Chico, and 20 de Diciembre. However, the neighborhoods of San Gabriel del Aeropuerto and El Cisne are supplied from the reserve tank belonging to the city of Riobamba. The purpose of this study is to analyze the main factors influencing potable water consumption, as well as the hourly consumption patterns of water resources in residential areas. In the El Rosario parish, an urban characterization study was conducted through technical records and statistical analysis, revealing three stratifications in the sector. Subsequently, surveys were conducted, and the hourly readings of 219 water meters were recorded 24 hours a day, seven days a week. The recorded potable water consumption shows increases that depend on factors such as the number of users with access to the service, type of residence, in-use sanitary units, or other external characteristics. Hourly consumption curves and maximum and minimum coefficients of variation of hourly consumption were obtained. The maximum flow rates occur at 13:00 with 94.76 l/h and at 19:00 with 73.46 l/h. The maximum coefficient of variation of hourly consumption (Kh_max) is 3.44, a value that exceeds the established norm CPE INEN 5 (1992). The values of the maximum coefficients for each neighborhood are presented through georeferenced digitization