Bibliographic citations
De, P., (2021). Modelamiento hidráulico bidimensional de una bocatoma tipo Tirolesa en el Río Santa Rosa en el distrito de Aquia, Bolognesi, Ancash [Universidad Nacional Agraria La Molina]. https://hdl.handle.net/20.500.12996/4670
De, P., Modelamiento hidráulico bidimensional de una bocatoma tipo Tirolesa en el Río Santa Rosa en el distrito de Aquia, Bolognesi, Ancash []. PE: Universidad Nacional Agraria La Molina; 2021. https://hdl.handle.net/20.500.12996/4670
@misc{renati/245104,
title = "Modelamiento hidráulico bidimensional de una bocatoma tipo Tirolesa en el Río Santa Rosa en el distrito de Aquia, Bolognesi, Ancash",
author = "De la Cuba Espejo, Pául Joe",
publisher = "Universidad Nacional Agraria La Molina",
year = "2021"
}
In the present investigation the two-dimensional hydraulic modeling in non-permanent flow of a Tyrolean-type intake and a 01 km stretch of the Santa Rosa River, located in the town of Sta. Rosa, District of Aquia, Province of Bolognesi, Ancash Region has been developed. - Peru. Using pluviometric information from the Chiquian Station, which is located 20 km from the point of interest, generating a synthetic hydrograph through a hydrological model of maximum floods applying the numerical curve method or Soil Conservation Service (SCS, 1964) with the HEC - HMS model, with a return period of 50 years and a peak flow of 10.8 m3 / s. We also worked with a detailed topography of the area and the Tyrolean intake, which was able to generate the digital terrain model and the land use map with their respective coefficients. Then, the analysis of the two-dimensional hydraulic modeling was carried out with the IBER 2.4.3 software, considering the conditions of the entry edge (hydrograph) and exit, for a return time of 50 years, which was the result of the formula of the table of "Risk of at least one exceedance of the design event during the useful life" for this type of structures; as well as the structured and unstructured meshing, elevation assignment, and sump assignment to simulate the catchment by the Tyrolean-type manhole grate. With this, it is concluded that the information where the configuration of the fluvial course of the intervened river and the operation of the Tyrolean-type mouth can be determined are adequate and according to the field results, obtaining maps of flooding, draft (tension) and water speed.
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