Análisis hidrológico de la cuenca del cerro colorado y su interacción con la autopista terminal terrestre - Pascuales

Abstract

Hydrology engineering includes aspects that understand to the design and operation of projects for the control and use of the water. And of there its narrow relation with project’s civil engineer like freeways, bridges, prey, tunnels, etc. This it is the case of the Terminal Terrestre-Pascuales freeway that to be tie with a Hydrographic river basin formed by the slope of a hill crosses by ample investigations due to the welcome of waters by culvert means. It was described to the river basin, firstly locating it in geographical coordinateness. Also knowing its boundary and its hydrological characteristics has been divided it in three parts. A statistical analysis became of data the daily Maxima precipitation, carrying out the adjustment to a probability distribution and soon be calculate the period of return with the rain of the 13 of December of 1997. Be select to the extreme precipitation through a calculation of heights and maximum intensities of the pluviograficas strips. Like later step to the characterization of the hydrographic river basin, study the theoretical foundations of the Rational Method, the Soil Conservation Service and the Method of Ven Te Chow to determine the variations of the superficial flow in which the suitable one for the conditions of the river basins was selected but. With the volume selected in each river basin be made a hydraulic analysis of five existing culverts. First be settled down areas of contributions in each drainage, soon distributed volumes in each one of them. Second be calculating the height of water in the entrance using a test of test and error.