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    Forecasting Hourly Water Demands by Pattern Recognition Approach

    Source: Journal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 006
    Author:
    Leonid Shvartser
    ,
    Uri Shamir
    ,
    Mordechai Feldman
    DOI: 10.1061/(ASCE)0733-9496(1993)119:6(611)
    Publisher: American Society of Civil Engineers
    Abstract: Hourly water‐demand data is forecasted with a model based on a combination of pattern recognition and time‐series analysis. Three repeating segments are observed in the daily demand pattern: “rising,” “oscillating,” “falling,” then “rising” again the following day. These are called “states” of the demand curve, and are defined as successive states of a Markov process. The transition probabilities between states are “learned,” and low‐order auto‐regressive integrated moving average (ARIMA) models fitted to each segment, using a modest amount of historical data. The model is then used to forecast hourly demands for a period of one to several days ahead. The forecast can be performed in real time, on a personal computer, with low computational requirements, at any time the system state deviates from the planned, or when new data become available. The process of model development, application, and evaluation is demonstrated on a water system in Israel.
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      Forecasting Hourly Water Demands by Pattern Recognition Approach

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/39235
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    contributor authorLeonid Shvartser
    contributor authorUri Shamir
    contributor authorMordechai Feldman
    date accessioned2017-05-08T21:06:58Z
    date available2017-05-08T21:06:58Z
    date copyrightNovember 1993
    date issued1993
    identifier other%28asce%290733-9496%281993%29119%3A6%28611%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39235
    description abstractHourly water‐demand data is forecasted with a model based on a combination of pattern recognition and time‐series analysis. Three repeating segments are observed in the daily demand pattern: “rising,” “oscillating,” “falling,” then “rising” again the following day. These are called “states” of the demand curve, and are defined as successive states of a Markov process. The transition probabilities between states are “learned,” and low‐order auto‐regressive integrated moving average (ARIMA) models fitted to each segment, using a modest amount of historical data. The model is then used to forecast hourly demands for a period of one to several days ahead. The forecast can be performed in real time, on a personal computer, with low computational requirements, at any time the system state deviates from the planned, or when new data become available. The process of model development, application, and evaluation is demonstrated on a water system in Israel.
    publisherAmerican Society of Civil Engineers
    titleForecasting Hourly Water Demands by Pattern Recognition Approach
    typeJournal Paper
    journal volume119
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1993)119:6(611)
    treeJournal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 006
    contenttypeFulltext
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