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    Influence of Offset Terminal Elbow Shape on the Discharge Capacity of a High-Rise Building Drainage System

    Source: Journal of Pipeline Systems Engineering and Practice:;2023:;Volume ( 014 ):;issue: 004::page 04023028-1
    Author:
    Yingying Guo
    ,
    Xin Yan
    ,
    Yu Shang
    ,
    Yuxi Guan
    ,
    Zheng Fang
    DOI: 10.1061/JPSEA2.PSENG-1356
    Publisher: ASCE
    Abstract: In practical engineering, it is common to offset the drainage system axis to avoid conflicts with beams and columns. However, such an offset could significantly affect the system’s discharge capacity and drainage safety, leading to a prominent positive pressure above the offset floor. To address this issue, we propose optimizing the system by changing the elbow shapes at the offset position. In our study, we conducted comparative experiments on three elbow shapes, namely, a normal 90° elbow, double 45° elbow, and large curvature elbow, in two experimental systems. Pressure fluctuation and water seal losses were used as experimental parameters to determine the maximum discharge capacity in accordance with the Standard for Capacity Test of Vertical Pipe of the Domestic Residential Drainage System. Our experimental results show that replacing the 90° elbow with the double 45° elbow slightly reduces positive pressure. On the other hand, using the large curvature elbow effectively increases the drainage flow and reduces the positive pressure caused by the upper floor bias. Furthermore, we employed computational fluid dynamics (CFD) software to simulate the flow of water and air in the system, demonstrating the benefits of increasing the elbow at the connecting position.
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      Influence of Offset Terminal Elbow Shape on the Discharge Capacity of a High-Rise Building Drainage System

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4294077
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    contributor authorYingying Guo
    contributor authorXin Yan
    contributor authorYu Shang
    contributor authorYuxi Guan
    contributor authorZheng Fang
    date accessioned2023-11-28T00:08:21Z
    date available2023-11-28T00:08:21Z
    date issued6/24/2023 12:00:00 AM
    date issued2023-06-24
    identifier otherJPSEA2.PSENG-1356.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294077
    description abstractIn practical engineering, it is common to offset the drainage system axis to avoid conflicts with beams and columns. However, such an offset could significantly affect the system’s discharge capacity and drainage safety, leading to a prominent positive pressure above the offset floor. To address this issue, we propose optimizing the system by changing the elbow shapes at the offset position. In our study, we conducted comparative experiments on three elbow shapes, namely, a normal 90° elbow, double 45° elbow, and large curvature elbow, in two experimental systems. Pressure fluctuation and water seal losses were used as experimental parameters to determine the maximum discharge capacity in accordance with the Standard for Capacity Test of Vertical Pipe of the Domestic Residential Drainage System. Our experimental results show that replacing the 90° elbow with the double 45° elbow slightly reduces positive pressure. On the other hand, using the large curvature elbow effectively increases the drainage flow and reduces the positive pressure caused by the upper floor bias. Furthermore, we employed computational fluid dynamics (CFD) software to simulate the flow of water and air in the system, demonstrating the benefits of increasing the elbow at the connecting position.
    publisherASCE
    titleInfluence of Offset Terminal Elbow Shape on the Discharge Capacity of a High-Rise Building Drainage System
    typeJournal Article
    journal volume14
    journal issue4
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/JPSEA2.PSENG-1356
    journal fristpage04023028-1
    journal lastpage04023028-12
    page12
    treeJournal of Pipeline Systems Engineering and Practice:;2023:;Volume ( 014 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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