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    Sizing of Rainwater Storage Units for Green Building Applications

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 002
    Author:
    Yiping Guo
    ,
    Brian W. Baetz
    DOI: 10.1061/(ASCE)1084-0699(2007)12:2(197)
    Publisher: American Society of Civil Engineers
    Abstract: Green building design principles advocate the use of rainwater storage units to collect roof runoff during nonwinter seasons for landscaping, hardscape cleaning, and/or maintenance purposes, either in the form of rain barrels for smaller scale applications or cisterns for larger scale applications. This not only saves water which would otherwise be supplied from municipal water distribution systems but also reduces storm-water runoff which would otherwise be handled through urban storm-water management systems. The size of the storage units needs to be commensurate with the area of the roof and the desired water use rate. The local climate has an influence on the required size and achievable use rate as well. In this paper, analytical formulas are derived to estimate the required rainwater storage volume as a function of desired water use rate, reliability and local climate. In deriving these formulas, local climate characteristics are represented by probabilistic models and incorporated into the stochastic description of storage unit operating procedures and requirements. The resulting formulas may be used by engineers, architects, municipal governments, and storage unit manufactures for the estimation or recommendation of suitable rainwater storage unit sizes.
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      Sizing of Rainwater Storage Units for Green Building Applications

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    contributor authorYiping Guo
    contributor authorBrian W. Baetz
    date accessioned2017-05-08T21:24:04Z
    date available2017-05-08T21:24:04Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%291084-0699%282007%2912%3A2%28197%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50025
    description abstractGreen building design principles advocate the use of rainwater storage units to collect roof runoff during nonwinter seasons for landscaping, hardscape cleaning, and/or maintenance purposes, either in the form of rain barrels for smaller scale applications or cisterns for larger scale applications. This not only saves water which would otherwise be supplied from municipal water distribution systems but also reduces storm-water runoff which would otherwise be handled through urban storm-water management systems. The size of the storage units needs to be commensurate with the area of the roof and the desired water use rate. The local climate has an influence on the required size and achievable use rate as well. In this paper, analytical formulas are derived to estimate the required rainwater storage volume as a function of desired water use rate, reliability and local climate. In deriving these formulas, local climate characteristics are represented by probabilistic models and incorporated into the stochastic description of storage unit operating procedures and requirements. The resulting formulas may be used by engineers, architects, municipal governments, and storage unit manufactures for the estimation or recommendation of suitable rainwater storage unit sizes.
    publisherAmerican Society of Civil Engineers
    titleSizing of Rainwater Storage Units for Green Building Applications
    typeJournal Paper
    journal volume12
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2007)12:2(197)
    treeJournal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 002
    contenttypeFulltext
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