Citas bibligráficas
Wilson, N., (2016). Determinación del coeficiente de variación de la demanda diaria y horaria de agua potable de la ciudad de Cusco. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/696
Wilson, N., Determinación del coeficiente de variación de la demanda diaria y horaria de agua potable de la ciudad de Cusco. [Tesis]. : Universidad Andina del Cusco; 2016. https://hdl.handle.net/20.500.12557/696
@misc{renati/1127718,
title = "Determinación del coeficiente de variación de la demanda diaria y horaria de agua potable de la ciudad de Cusco.",
author = "Wilson Gonzalez, Nicole Alessandra",
publisher = "Universidad Andina del Cusco",
year = "2016"
}
This research is situated at Cusco City and aims to identify new coefficients variation of hourly and daily demand for drinking water better real drinking water adjustment and that recommended by the National Building Regulations is not adequate, this value was calculated according to the flows of entry and exit, which are provided in different reservoirs of each system of drinking water. To determine these coefficients the two systems larger supply of the city of Cusco which supply more than 80% of the demand of the population Piuray and Vilcanota system, these systems took representative reservoirs and flows were measured consumption, they were used the manuals used by SEDACUSCO formats in which a timekeeping income and output flow of each reservoir is made. Subsequently took into account the most representative of each station for the annual calculation of total annual flows month. With these data the water supply is evaluated by a simple formula established in the National Building Regulations (RNE) where the coefficients of variation of daily and hourly K1 and K2 demand variables to calculate, thus real value was obtained consumption according to the habits of the population. The result of this evaluation was a coefficient of variation of the daily demand for drinking water (k1), 1.236 with a difference of 4.92% change compared with the provisions of the RNE is 1.3 and a coefficient of variation of hourly demand potable water (k2) of 2.063 with a difference of 114.61% variation with established by the RNE is 1.8 .To conclude, the values of K1 and K2 vary with respect to those established by the RNE.
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