Calcular las Eventualidades de Crecientes en el Rio TIMBIQUÍ, a Partir de la Generación de las Curvas IDF de la Estación Puerto López, para un Posible Diseño de una Estructura Hidráulica (de Agua Potable) para la Zona Rural del Municipio TIMBIQUÍ CAUCA.
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Abstract
ABSTRACT.
The coast of the Colombian Pacific although it has a large number of rivers, and is one of the coasts of Colombia where more annual precipitation is recorded, does not have the information and detailed studies of it, which are exploited by the peoples Which inhabit this region of Colombia for its development. That is why in these regions designing a hydraulic structure is very complex, because the information is not there. In Colombia, despite being a country with many bodies of water, there are regions that do not have the IDF (Duration and Frequency Intensity) curves built, which are of vital importance for design and hydraulic construction in a basin. In this sense, without having the IDF (Duration and Frequency Intensity) curves, it is impossible to create an aqueduct that has the quality standards and is durable for this community. As these IDF curves are the ones that allow to predict the calculations of the structure, so that it does not fail when it is put into operation. In some countries such as the United States, Chile, Argentina, among others, the research of the IDF curves have been taken as a priority for the design of this type of hydraulic projects.
The adjustment of the IDF curves corresponds to a non-experimental and evaluative investigation, useful for collecting the information processed in the IDEAM. The analysis of the precipitations is carried out in the station Puerto López, considering the daily eventualities of rains during 25 years
Rainfall data recorded in rain gauges are processed for different return periods, correcting rainfall intensity by statistical analysis to generate true and reliable IDF curves, as we start from these calculations to determine the eventualities of increasing for the design of a structure hydraulics.
Abstract
ABSTRACT.
The coast of the Colombian Pacific although it has a large number of rivers, and is one of the coasts of Colombia where more annual precipitation is recorded, does not have the information and detailed studies of it, which are exploited by the peoples Which inhabit this region of Colombia for its development. That is why in these regions designing a hydraulic structure is very complex, because the information is not there. In Colombia, despite being a country with many bodies of water, there are regions that do not have the IDF (Duration and Frequency Intensity) curves built, which are of vital importance for design and hydraulic construction in a basin. In this sense, without having the IDF (Duration and Frequency Intensity) curves, it is impossible to create an aqueduct that has the quality standards and is durable for this community. As these IDF curves are the ones that allow to predict the calculations of the structure, so that it does not fail when it is put into operation. In some countries such as the United States, Chile, Argentina, among others, the research of the IDF curves have been taken as a priority for the design of this type of hydraulic projects.
The adjustment of the IDF curves corresponds to a non-experimental and evaluative investigation, useful for collecting the information processed in the IDEAM. The analysis of the precipitations is carried out in the station Puerto López, considering the daily eventualities of rains during 25 years
Rainfall data recorded in rain gauges are processed for different return periods, correcting rainfall intensity by statistical analysis to generate true and reliable IDF curves, as we start from these calculations to determine the eventualities of increasing for the design of a structure hydraulics.