Coeficientes de variación de consumo máximo diario y máximo horario de aguapotable Sector urbano Reservorio Chicago Trujillo 2021-2022
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Date
2024-04
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Universidad Nacional de Trujillo
Abstract
La investigación se desarrolló en el sector urbano Reservorio Chicago, que se encuentra en
el distrito de Trujillo, provincia de Trujillo, en La Libertad. El objetivo principal de este
estudio fue calcular los coeficientes de variación del consumo máximo diario y horario
máximo de agua potable en esta localidad de los años 2021 y 2022. En términos de
metodología, se utilizó un enfoque cuantitativo aplicado a través de un diseño no
experimental y transversal, debido a que la población estaba claramente definida. Para
recopilar los datos necesarios, se realizó un análisis documental de la base de datos del
SCADA mediante la macromedicion perteneciente a la EPS Sedalib SA correspondiente a
los años 2021 y 2022. Estos datos se sometieron a un análisis estadístico utilizando software
especializado, lo que incluyó la generación de gráficos de consumo diario y horario en hojas
de Excel. Además, utilizando el software Minitab v.19, se realizó un caboanálisis de valores
atípicos y se evaluó la relación entre la temperatura y el consumo determinando una relación
directamente proporcional de manera diaria y horaria . Los resultados arrojaron que los
coeficientes de variación para el consumo máximo diario fueron de K1 = 1.29 (en 2021) y
K1 = 1.34 (en 2022) mientras que, para el consumo máximo horario, los coeficientes de
variación fueron de K2 = 2.45 (en 2021) y K2 = 2,58 (en 2022). Se determinó el consumo
máximo diario alcanzaron los 1578.61 m
3
/día (en 2021) y 1596.11 m
3
/día (en 2022). Se
determinó el consumo máximo horario, se registraron valores de 215.32 m
3
/h (en 2021) y
228.56 m
3
/h (en 2022). Se determinó la curva patrón de consumo en las curvas diarias,
indicando que los sábados mostraron un consumo superior en comparación con otros días
de la semana. Se determino la curva patrón del consumo horario donde se identificaron dos
picos: uno alrededor de las 10:00 am a 1:00 pm y otro entre las 5:00 pm y las 7:00 pm.
The research was carried out in the urban sector Reservorio Chicago, which is located in the district of Trujillo, province of Trujillo, in La Libertad. The main objective of this study was to calculate the coefficients of variation of the maximum daily and maximum hourly consumption of drinking water in this location. In terms of methodology, a quantitative approach was used applied through a non-experimental and cross-sectional design, because the population was clearly defined. To collect the necessary data, a documentary analysis of the SCADA database was carried out using macro-measurement belonging to the EPS Sedalib SA corresponding to the years 2021 and 2022. These data were subjected to a statistical analysis using specialized software, which included the generation of daily and hourly consumption graphs in Excel sheets. Additionally, an outlieranalysis was performed and the relationship between temperature and consumption was evaluated using Minitab v.19 software. The results showed that the coefficients of variationfor the maximum daily consumption were K1 = 1.29 (in 2021) and K1 = 1.34 (in 2022) while, for the maximum hourly consumption, the coefficients of variation were K2 = 2.45 (in 2021) and K2 = 2.58 (in 2022). The maximum daily consumption was calculated, reaching 1578.61 m 3 /day (in 2021) and 1596.11 m3 /day (in 2022). Calculated at maximum hourly consumption, values of 215.32 m 3 /h (in 2021) and 228.56 m 3 /h (in 2022) were recorded. The consumption pattern curve is calculated in the daily curves, indicating that Saturdays will show higher consumption compared to other days of the week. The pattern curve of the consumption schedule is determined where two peaks are identified: one around 10:00 am to 1:00 pm and another between 5:00 pm and 7:00 pm.
The research was carried out in the urban sector Reservorio Chicago, which is located in the district of Trujillo, province of Trujillo, in La Libertad. The main objective of this study was to calculate the coefficients of variation of the maximum daily and maximum hourly consumption of drinking water in this location. In terms of methodology, a quantitative approach was used applied through a non-experimental and cross-sectional design, because the population was clearly defined. To collect the necessary data, a documentary analysis of the SCADA database was carried out using macro-measurement belonging to the EPS Sedalib SA corresponding to the years 2021 and 2022. These data were subjected to a statistical analysis using specialized software, which included the generation of daily and hourly consumption graphs in Excel sheets. Additionally, an outlieranalysis was performed and the relationship between temperature and consumption was evaluated using Minitab v.19 software. The results showed that the coefficients of variationfor the maximum daily consumption were K1 = 1.29 (in 2021) and K1 = 1.34 (in 2022) while, for the maximum hourly consumption, the coefficients of variation were K2 = 2.45 (in 2021) and K2 = 2.58 (in 2022). The maximum daily consumption was calculated, reaching 1578.61 m 3 /day (in 2021) and 1596.11 m3 /day (in 2022). Calculated at maximum hourly consumption, values of 215.32 m 3 /h (in 2021) and 228.56 m 3 /h (in 2022) were recorded. The consumption pattern curve is calculated in the daily curves, indicating that Saturdays will show higher consumption compared to other days of the week. The pattern curve of the consumption schedule is determined where two peaks are identified: one around 10:00 am to 1:00 pm and another between 5:00 pm and 7:00 pm.
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TECHNOLOGY::Civil engineering and architecture