2013
DOI: 10.1080/02626667.2013.860230
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Statistical interpretation of the daily variation of urban water consumption in Beijing, China

Abstract: The efficient planning and design of water networks, as well as the management and strategies of existing water supply systems, require accurate short-term water demand forecasts. In this study, a statistical model for the estimation of daily urban water consumption was developed. The model was applied to analyse and forecast the daily water consumption in the main district of Beijing, China, from 2006 to 2010. The model exhibited good performance with a coefficient of determination, R 2 , greater than 0.9 in … Show more

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Cited by 5 publications
(2 citation statements)
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“…Gregory and Di Leo [65] indicate that water management devices and conservation practices influence intrahousehold water use. The WF gray found in this research differs from findings in India and Nigeria, where water consumption is limited due to availability and supply [66], but lower compared with values from Hong Kong and Beijing, where there is a direct relationship between the Gross Domestic Product (GDP) and the increase on the base water use rate [67].…”
Section: Principal Component Analysis Of Water Footprintscontrasting
confidence: 99%
“…Gregory and Di Leo [65] indicate that water management devices and conservation practices influence intrahousehold water use. The WF gray found in this research differs from findings in India and Nigeria, where water consumption is limited due to availability and supply [66], but lower compared with values from Hong Kong and Beijing, where there is a direct relationship between the Gross Domestic Product (GDP) and the increase on the base water use rate [67].…”
Section: Principal Component Analysis Of Water Footprintscontrasting
confidence: 99%
“…In the following step, hydrological model GR4J was calibrated (over the 1987-1993 period) and validated (over the 1995-2000 period) with the four meteorological data sets. Table 3 shows the performance of the hydrological simulations with several statistics: 1) the Nash Sutcliffe Efficiency Coefficient (NS) [33] which ranges from −∞ to 1, where 1 indicates a perfect match between simulated and observed discharge; 2) the Mean Absolute Percentage Error (MAPE) [34,35]; and 3) the Threshold statistics (TS), which is the number of data points with an absolute relative error less than x% [36]. A smaller MAPE and larger TS indicate a good performance.…”
Section: Calibration and Validation Of The Hydrological Modelmentioning
confidence: 99%