Bibliographic citations
Pezo, J., (2021). Estudio hidrológico con fines de aprovechamiento hídrico en la microcuenca de la quebrada Shupishiña, ubicado en el distrito de Cacatachi, provincia de San Martín, región San Martín [Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/4231
Pezo, J., Estudio hidrológico con fines de aprovechamiento hídrico en la microcuenca de la quebrada Shupishiña, ubicado en el distrito de Cacatachi, provincia de San Martín, región San Martín []. PE: Universidad Nacional de San Martín. Fondo Editorial; 2021. http://hdl.handle.net/11458/4231
@misc{renati/279017,
title = "Estudio hidrológico con fines de aprovechamiento hídrico en la microcuenca de la quebrada Shupishiña, ubicado en el distrito de Cacatachi, provincia de San Martín, región San Martín",
author = "Pezo Ruiz, Julinho",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2021"
}
The objective of the study was to analyse and process the hydrometeorological information of the Shupishiña stream micro-basin, using bibliographic information related to the subject, which helped during the development, as well as the use of meteorological data, which have been previously selected, to comply with the indispensable requirements, Reliability, the Hydrometeorological information was obtained by donation from SENAMHI, complete, there are records of all months of the year and extensive, the information corresponds to 20 years old (2000 - 2019), from six stations closer to the study area, which have guaranteed accuracy in the results. Using the information obtained, we proceeded to calculate the geometric parameters, using the National Map provided by the IGN, complemented with topographic information from Google Earth Pro, these digitised with 20 metres of equidistance, visualising the existing elevation levels, as well as obtaining, after the application of the corresponding methods, the following: Area (144. 624 km2) and perimeter (61.849 km) of the micro-basin and length of the main channel (27.308 km), for a better understanding of the study area, we proceeded to calculate the Geomorphological Parameters, Sinuosity Coefficient (Ts), Drainage Density (Dd), Compacity Coefficient (Kc). To obtain the Mean Precipitation in the Microbasin, the results obtained were averaged, after the application of the two most reliable methods, Thiessen Polygon and Isotope Curves, from which 1394.522 mm per year were obtained; the Arithmetic Method was discarded, due to its low accuracy. It was calculated that the average annual temperature is 24.91°C, in addition it has been identified that the time of abundant rainfall is present in the months of February to April, with March being the highest point of the year with 170,610 mm, and the months of October - December, highlighting November with 128,286 mm and the months of low water that begins in June and ends in September, occupying the lowest point of the year, August with 63,477 mm. Finally, the water balance equation was performed, thus knowing the availability of water in the micro-watershed and the flow that it is capable of capturing.
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