Objetivos: Contrastar el diseño por Hardy Cross y Gradiente Hidráulico, óptimo en redes de distribución de agua potable y explicar cómo repercute en la calidad del servicio.; Material y métodos: Se utilizó receptores GPS diferencial base, Rover, estación total, conceptos de diseño y análisis de laboratorio físico, químico y microbiológico del agua, empleando el método no experimental de tipo transeccional correlacional causal, nivel relacional, investigación aplicada; estableció la relación de dos variables: Cantidad de agua y calidad de agua. Resultados: El diseño por gradiente hidráulico es óptimo aplicando el método matricial en el cálculo de caudales y repercute en la cantidad de agua, parte de la calidad de servicio, Así mismo cumple con la primera ley de termodinámica, de conservación de energía en los circuitos y conservación de masa en nodos. Del estad�...

El objetivo del presente trabajo fue contrastar el diseño por Hardy Cross y Gradiente Hidráulico óptimo en redes de distribución de agua potable y explicar cómo repercute en la calidad del servicio. Se utilizó receptores GPS diferencial base, rover, estación total, conceptos de diseño y análisis de laboratorio físico, químico y microbiológico del agua, empleando el método Experimental–comparativo-correlacional, investigación aplicada. El diseño por gradiente hidráulico es óptimo aplicando el método matricial en el cálculo de caudales y repercute en la cantidad de agua, parte de la calidad de servicio, Así mismo cumple con la primera ley de termodinámica, la conservación de energía y continuidad de masa de caudales. Correspondiente a la calidad de agua, el reservorio 1 y la red de distribución cumplen los estándares de calidad de agua, contaminantes permisibles,...

The present investigation arises through the observation of the different structural problems that appear in the affirmed ones. These deteriorations are diverse and many of them are the product of the poor quality of the materials used in the construction of the affirmed roads. Objective is to determine the impact of the mechanical properties of the roads at the level of the reinforced synthetic fibers in the province of Moho, in the year 2017. The comparison of the mechanical properties of the synthetic without adding synthetic fiber was carried out. with respect to deformation (mm) (1), versus the mechanical properties of affirmed with the addition of synthetic fibers with 0.1% of the weight of soil in terms of deformation (mm) (2). For this, Pearson's r correlation was applied and it was determined how it affects the design of the affirmed. The Pearson r correlation was used. The leve...

The present investigation arises through the observation of the different structural problems that appear in the affirmed ones. These deteriorations are diverse and many of them are the product of the poor quality of the materials used in the construction of the affirmed roads. Objective is to determine the impact of the mechanical properties of the roads at the level of the reinforced synthetic fibers in the province of Moho, in the year 2017. The comparison of the mechanical properties of the synthetic without adding synthetic fiber was carried out. with respect to deformation (mm) (1), versus the mechanical properties of affirmed with the addition of synthetic fibers with 0.1% of the weight of soil in terms of deformation (mm) (2). For this, Pearson's r correlation was applied and it was determined how it affects the design of the affirmed. The Pearson r correlation was used. The leve...

The present investigation arises through the observation of the different structural problems that appear in the affirmed ones. These deteriorations are diverse and many of them are the product of the poor quality of the materials used in the construction of the affirmed roads. Objective is to determine the impact of the mechanical properties of the roads at the level of the reinforced synthetic fibers in the province of Moho, in the year 2017. The comparison of the mechanical properties of the synthetic without adding synthetic fiber was carried out. with respect to deformation (mm) (1), versus the mechanical properties of affirmed with the addition of synthetic fibers with 0.1% of the weight of soil in terms of deformation (mm) (2). For this, Pearson's r correlation was applied and it was determined how it affects the design of the affirmed. The Pearson r correlation was used. The leve...