Coeficientes de mayoración de caudales del colector Avenida central 25 de Junio y 15ava Oeste de la Ciudad de Machala

Abstract

Today sewerage systems are a basic need to maintain the health and well-being of the population However, its design depends on augmentation factors based on theoretical or empirical proposals instead of real data Therefore, in view of the lack of maximum hourly flow values in the local sanitary networks, the objective is to measure the variation of the tie to calculate the real flow, obtaining the true increase coefficient, which should be considered in the design In addition, having field data would allow the diameters to be optimized, reflecting it as a lower cost and therefore, improving the service coverage as it is public works. A pragmatic methodology is applied, through a literary review to base the development of the project and field research by gauging the selected collector. In the results, the difference between the maximum and average hourly flows, rainwater and infiltration is estimated to know the real proportion of the factors used in its design.