Bibliographic citations
Pardave, I., Pomalia, J. (2023). Regulación del agua durante el período de lluvias aplicando el modelo WEAP en la quebrada Cosanche, distrito de San Andrés de Tupicocha [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/670227
Pardave, I., Pomalia, J. Regulación del agua durante el período de lluvias aplicando el modelo WEAP en la quebrada Cosanche, distrito de San Andrés de Tupicocha [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/670227
@misc{sunedu/3567551,
title = "Regulación del agua durante el período de lluvias aplicando el modelo WEAP en la quebrada Cosanche, distrito de San Andrés de Tupicocha",
author = "Pomalia Garcia, Jhordy Benito",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
The Cosanche watershed, located in the San Andres de Tupicocha district, faces challenges in water management as there is no water supply point, making it difficult to meet the irrigation water supply objectives. This research focuses on a study to optimize water regulation at the reservoir using the WEAP model. The process begins with the collection of historical monthly climate data for the period from 1981 to 2019. To delineate the upstream watershed of the reservoir, ArcGIS software was employed. Pre-processing of the numerical terrain model was conducted to discretize it and determine water availability in the watershed before reaching the reservoir through WEAP, constituting the inflow to the reservoir. Furthermore, water demands were calculated for the current crop scenario using the Cropwat software, as well as for scenarios using WEAP, with maximum volume scenarios of 1, 1.3, 1.5, and 2 MMC. The results showed that the chosen useful storage volume from the scenarios that exceeded 90% reliability in terms of time and volume was 1.5 MMC. The results obtained in this study indicate that the total capacity of the reservoir is 1.93 MMC, with a calculated reservoir height of 40 meters. These findings provide a foundation for water resource management in the Cosanche watershed.
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