Bibliographic citations
Venero, L., (2021). Estudio de pre-inversión para la ampliación de los sistemas de agua potable y alcantarillado en Huaycán II - distrito de ATE [Trabajo de suficiencia profesional, Universidad Nacional de Ingeniería]. http://hdl.handle.net/20.500.14076/22240
Venero, L., Estudio de pre-inversión para la ampliación de los sistemas de agua potable y alcantarillado en Huaycán II - distrito de ATE [Trabajo de suficiencia profesional]. PE: Universidad Nacional de Ingeniería; 2021. http://hdl.handle.net/20.500.14076/22240
@misc{renati/711744,
title = "Estudio de pre-inversión para la ampliación de los sistemas de agua potable y alcantarillado en Huaycán II - distrito de ATE",
author = "Venero Carrasco, Luigi",
publisher = "Universidad Nacional de Ingeniería",
year = "2021"
}
In this Professional Sufficiency Work, the new alternative solution is developed as part of the reformulation of the pre-investment study at profile level of the project: “EXPANSION OF DRINKING WATER AND SEWER SYSTEMS IN NEW HIGH-PARTS HUAYCAN II HOUSING GROPS, WHICH ARE PART OF SECTORS 150, 151, 152, 153 AND 154 - ATE DISTRICT”. Its objective is to provide drinking water and sewerage services to the population of the highlands on the outskirts of the Huaycán community. According to the field information survey, 133 housing groups were identified that would be part of the potential beneficiary population with 8,414 inhabitants, but only 65 housing groups would be part of the effective beneficiary population with 4,073 inhabitants, because these 65 authorizations are the only ones that they have the necessary documentation required by SEDAPAL for their intervention. With the projection of the demand, both for water and sewerage, the new alternative solution for the drinking water system and its corresponding alternative sewerage system was proposed. It consists of the use of 02 tubular wells as a source of water supply, and the construction of 04 pumping stations to be able to drive the water extracted from the wells up to the 09 projected ground-supported reservoirs, so that they are in charge of distributing the water to the entire benefited population. Once the design of the new alternative was completed, the investment, operation and maintenance costs were estimated, as well as the future investment costs, applying the social correction factor established by the SNIP in Annex 10. From the social evaluation carried out on the drinking water alternative, using the cost-benefit methodology, it was determined that this is viable. In the same way, the social evaluation was carried out for the sewerage alternative, using the cost-effectiveness methodology, resulting this lower than the corresponding effectiveness indicator established by the MEF in annex SNIP 09.
This item is licensed under a Creative Commons License