Bibliographic citations
Paredes, J., Zapata, Á. (2019). Caracterización del flujo del río moche en la desembocadura con el océano pacífico [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/4992
Paredes, J., Zapata, Á. Caracterización del flujo del río moche en la desembocadura con el océano pacífico [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/4992
@misc{renati/374898,
title = "Caracterización del flujo del río moche en la desembocadura con el océano pacífico",
author = "Zapata Rios, Ángel Eduardo",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
The present research work has the objective of characterizing the flow of the moche river in the mouth with the pacific ocean before an extraordinary avenue to determine the range of damages in the possible flood areas. Taking into account the current and past state of Rio Moche, its topography in the stretch downstream of the river Moche from the Moche bridge to the mouth of the river, its study of soils, flows and modeling in the Iber program. For this, a field visit was made to the sector knowing the current state of the Moche river as well as making the photographic compilation of the different states of the river through time. Through the use of a drone and differential GPS, the topographic survey was made, which gave us a slope of 0.003 m / m, pits were made to obtain the granulometry and d 50 = 0.39 of the soil study, data of water flow were obtained rio moche registered since 1950, processing them in the Hidroesta program in order to obtain a design flow with respect to different return periods (50,100,500 years) later, we carried out a twodimensional modeling through the Iber program. With the previous mission, it is concluded that the numerical modeling was done with the Iber Software, in which it was verified that in the study area the flow does not tend to go to the left margin, also does not generate an area of instability near the In addition, when the levees are applied to the model, there is no flood for any flow of the different return periods.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.