YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Water Resources Planning and Management
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Water Resources Planning and Management
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Comparing the Hydraulic Performance of Cold-Water Premise Plumbing Systems Designed Based on Traditional and Modern Peak Demand Estimates

    Source: Journal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 008::page 04025025-1
    Author:
    Brendan M. Josey
    ,
    Jinzhe Gong
    DOI: 10.1061/JWRMD5.WRENG-6768
    Publisher: American Society of Civil Engineers
    Abstract: Recent research has developed more accurate methods to estimate the peak demand for premise plumbing design in residential buildings. The improved accuracy produces lower design flow rates, leading to a reduction in pipe diameter, the size of pumps and control devices, and so on. Several industry case studies have presented the benefits of a reduced system size from cost, construction, embodied carbon, and energy consumption perspectives. However, little research has been done to (1) consider the wide array of demand scenarios (in addition to the peak demand) of premise plumbing systems (PPS), and (2) identify any potential risks aligned with improved peak demand estimation. To address the gap, the current study proposed a performance framework and used it to quantify and compare the performance (construction, hydraulics, energy consumption, and water quality) of PPS sized by a selected traditional and modern peak demand methods. Extended-period simulation (EPS) over a 24-h period at 1-s time steps is supported by a stochastic water demand model to enable the analysis of these PPS under a wide array of demand scenarios. For the PPS considered, the adoption of the modern peak demand design formula reduced copper pipe material by 69%; in the present study, total material weight was adopted to serve as a proxy for cost and embodied carbon because these metrics a susceptible to changes over time. Simulations demonstrated improved pump energy consumption between 28% and 46% depending on the system requirements and halved the relative water age in buildings. The traditional systems presented gross oversizing due to the predominant low-flow velocity values, which can negatively impact water quality and system performance. Conversely, the modern systems presented elevated flow velocity profiles and increased pipe frictional losses. Modern systems still performed within specified code performance requirements; however, simulations identified that designers will now need to be more conscious of velocity related phenomena (e.g., noise, erosion-corrosion, and water hammer) that were previously masked by oversized systems. The proposed performance framework serves as a foundational example of how EPS can be applied to quantify the performance of PPS.
    • Download: (1.042Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Comparing the Hydraulic Performance of Cold-Water Premise Plumbing Systems Designed Based on Traditional and Modern Peak Demand Estimates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4306944
    Collections
    • Journal of Water Resources Planning and Management

    Show full item record

    contributor authorBrendan M. Josey
    contributor authorJinzhe Gong
    date accessioned2025-08-17T22:26:46Z
    date available2025-08-17T22:26:46Z
    date copyright8/1/2025 12:00:00 AM
    date issued2025
    identifier otherJWRMD5.WRENG-6768.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306944
    description abstractRecent research has developed more accurate methods to estimate the peak demand for premise plumbing design in residential buildings. The improved accuracy produces lower design flow rates, leading to a reduction in pipe diameter, the size of pumps and control devices, and so on. Several industry case studies have presented the benefits of a reduced system size from cost, construction, embodied carbon, and energy consumption perspectives. However, little research has been done to (1) consider the wide array of demand scenarios (in addition to the peak demand) of premise plumbing systems (PPS), and (2) identify any potential risks aligned with improved peak demand estimation. To address the gap, the current study proposed a performance framework and used it to quantify and compare the performance (construction, hydraulics, energy consumption, and water quality) of PPS sized by a selected traditional and modern peak demand methods. Extended-period simulation (EPS) over a 24-h period at 1-s time steps is supported by a stochastic water demand model to enable the analysis of these PPS under a wide array of demand scenarios. For the PPS considered, the adoption of the modern peak demand design formula reduced copper pipe material by 69%; in the present study, total material weight was adopted to serve as a proxy for cost and embodied carbon because these metrics a susceptible to changes over time. Simulations demonstrated improved pump energy consumption between 28% and 46% depending on the system requirements and halved the relative water age in buildings. The traditional systems presented gross oversizing due to the predominant low-flow velocity values, which can negatively impact water quality and system performance. Conversely, the modern systems presented elevated flow velocity profiles and increased pipe frictional losses. Modern systems still performed within specified code performance requirements; however, simulations identified that designers will now need to be more conscious of velocity related phenomena (e.g., noise, erosion-corrosion, and water hammer) that were previously masked by oversized systems. The proposed performance framework serves as a foundational example of how EPS can be applied to quantify the performance of PPS.
    publisherAmerican Society of Civil Engineers
    titleComparing the Hydraulic Performance of Cold-Water Premise Plumbing Systems Designed Based on Traditional and Modern Peak Demand Estimates
    typeJournal Article
    journal volume151
    journal issue8
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/JWRMD5.WRENG-6768
    journal fristpage04025025-1
    journal lastpage04025025-13
    page13
    treeJournal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 008
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian