Bibliographic citations
Dominguez, F., Villar, L. (2017). Análisis hidráulico de la distribución de agua potable y alcantarillado de la localidad de Huayobamba con planta de tratamiento de aguas residuales [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/3194
Dominguez, F., Villar, L. Análisis hidráulico de la distribución de agua potable y alcantarillado de la localidad de Huayobamba con planta de tratamiento de aguas residuales [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2017. https://hdl.handle.net/20.500.12759/3194
@misc{renati/376258,
title = "Análisis hidráulico de la distribución de agua potable y alcantarillado de la localidad de Huayobamba con planta de tratamiento de aguas residuales",
author = "Villar Lobato, Llulian Henry",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2017"
}
This thesis called ““Hydraulic Analysis of Water Distribution and Sewerage of the town of Huayobamba with Plant Wastewater Treatment““, is located in the district of Huaranchal of the Province of Otuzco in the region of Liberty, a average altitude of 1557.50 meters The town of Huayobamba is the second largest district. The service of household water is poor, their connections have been made regardless of technical standards and not have valve boxes or with the keys, and you have to say that these connections were made with pipes shoddy currently They are damaged. The population supplies from wells that are contaminated outdoors, which is a pitfall to be sources of infection for the generation of gastrointestinal and parasitic diseases, especially for the most vulnerable groups, including children and the elderly. The town of Huayobamba, has water services, a piped water whose age is over 15 years, has electricity service, and there is no system of sewage treatment or sewage. Water resources from a surface water source called Huayobamba spring, which leads to the reservoir of 50 m3 capacity that was built a few years ago will be used. According to the study of the capacity of the source in the spring, this presents a usable minimum flow rate of 4 mgd.
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