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    Simulating Nonresidential Water Demand with a Stochastic End-Use Model

    Source: Journal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 006
    Author:
    E. J. M. Blokker
    ,
    E. J. Pieterse-Quirijns
    ,
    J. H. G. Vreeburg
    ,
    J. C. van Dijk
    DOI: 10.1061/(ASCE)WR.1943-5452.0000146
    Publisher: American Society of Civil Engineers
    Abstract: The end-use model SIMDEUM for residential water demand has been extended to incorporate nonresidential water demand. The model was developed to predict water-demand patterns with a small timescale (1 s) and small spatial scale (at the water meter connection). The end-use model is based on statistical information about users and end uses: data on occupancy; the frequency of use; duration and flow per water-use event; and the occurrence over the day of different end uses, such as flushing the toilet, doing the laundry, and washing hands. The model follows a modular approach, in that each type of building is composed of functional rooms, such as lodgings, restaurants, and conference rooms. A functional room is characterized by its typical users and water-using appliances. With this approach, nonresidential buildings’ water-demand patterns over the day can be simulated. The simulation results for an office building, a hotel, and a nursing home were compared to measured water-demand patterns with regard to attributes such as peak flow and daily total water use, as well as the shape of the pattern. The simulation results show a good correspondence to measured water demands. The end-use model is based on independent statistical information and not on flow measurements. The input parameters are available before any information on annual or daily water use is available; the parameters are not fitted on flow measurements. Therefore, the model is transferable to a diverse range of nonresidential water-demand types. The model can be applied in the design stage (prebuild), in scenario studies, and in distribution network models.
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      Simulating Nonresidential Water Demand with a Stochastic End-Use Model

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    contributor authorE. J. M. Blokker
    contributor authorE. J. Pieterse-Quirijns
    contributor authorJ. H. G. Vreeburg
    contributor authorJ. C. van Dijk
    date accessioned2017-05-08T22:03:18Z
    date available2017-05-08T22:03:18Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29wr%2E1943-5452%2E0000192.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70002
    description abstractThe end-use model SIMDEUM for residential water demand has been extended to incorporate nonresidential water demand. The model was developed to predict water-demand patterns with a small timescale (1 s) and small spatial scale (at the water meter connection). The end-use model is based on statistical information about users and end uses: data on occupancy; the frequency of use; duration and flow per water-use event; and the occurrence over the day of different end uses, such as flushing the toilet, doing the laundry, and washing hands. The model follows a modular approach, in that each type of building is composed of functional rooms, such as lodgings, restaurants, and conference rooms. A functional room is characterized by its typical users and water-using appliances. With this approach, nonresidential buildings’ water-demand patterns over the day can be simulated. The simulation results for an office building, a hotel, and a nursing home were compared to measured water-demand patterns with regard to attributes such as peak flow and daily total water use, as well as the shape of the pattern. The simulation results show a good correspondence to measured water demands. The end-use model is based on independent statistical information and not on flow measurements. The input parameters are available before any information on annual or daily water use is available; the parameters are not fitted on flow measurements. Therefore, the model is transferable to a diverse range of nonresidential water-demand types. The model can be applied in the design stage (prebuild), in scenario studies, and in distribution network models.
    publisherAmerican Society of Civil Engineers
    titleSimulating Nonresidential Water Demand with a Stochastic End-Use Model
    typeJournal Paper
    journal volume137
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000146
    treeJournal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian