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    Experimental Investigation of Leakage Flow Behavior in Pipes Subjected to Negative Pressures

    Source: Journal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 001::page 04024054-1
    Author:
    Abdul Rahman Mosameem
    ,
    Jakobus Ernst Van Zyl
    DOI: 10.1061/JHEND8.HYENG-13965
    Publisher: American Society of Civil Engineers
    Abstract: An in-depth understanding of leak behavior in water distribution systems is essential for ensuring the long-term reliability and resilience of critical infrastructure. While previous research has extensively explored leak opening behavior under positive pressure conditions, this study aimed to investigate how leaks behave under negative pressures (e.g., caused by transients, fire flows, etc.). To achieve this, a series of experiments in a 110-mm diameter PVC pipe was conducted, examining various types of leaks under negative pressure conditions. Subsequently, modeling studies were conducted to assess the implications of the observed behavior on intrusion flows through longitudinal cracks considering common pipe materials and properties typical for real water distribution networks, i.e., PVC, PE, AC, and steel. The experimental tests showed consistent head-area slopes for leaks under both positive and negative pressures, with smaller discharge coefficients for intrusion compared to those for leakage flows. This finding suggests that the existing knowledge of leak behavior under positive pressures can be applied in negative pressure conditions. Although round holes and circumferential cracks showed negligible and minimal changes in leak area, respectively, the longitudinal cracks displayed large positive head-area slopes, meaning that their leak areas decreased under negative pressures and sometimes closed, limiting intrusion flows. The study further showed that a leakage exponent (N1) different from 0.5 obtained under positive pressure produces inaccurate results when applied to intrusion flows. The results of modelling studies showed that the intrusion flows in rigid pipe materials such as steel and AC have similar or slightly lower intrusion flows than in the fully rigid case. In contrast, more flexible materials, such as PE and PVC, showed a greater reduction in intrusion flows when subjected to negative pressures.
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      Experimental Investigation of Leakage Flow Behavior in Pipes Subjected to Negative Pressures

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    contributor authorAbdul Rahman Mosameem
    contributor authorJakobus Ernst Van Zyl
    date accessioned2025-04-20T10:21:40Z
    date available2025-04-20T10:21:40Z
    date copyright10/7/2024 12:00:00 AM
    date issued2025
    identifier otherJHEND8.HYENG-13965.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304558
    description abstractAn in-depth understanding of leak behavior in water distribution systems is essential for ensuring the long-term reliability and resilience of critical infrastructure. While previous research has extensively explored leak opening behavior under positive pressure conditions, this study aimed to investigate how leaks behave under negative pressures (e.g., caused by transients, fire flows, etc.). To achieve this, a series of experiments in a 110-mm diameter PVC pipe was conducted, examining various types of leaks under negative pressure conditions. Subsequently, modeling studies were conducted to assess the implications of the observed behavior on intrusion flows through longitudinal cracks considering common pipe materials and properties typical for real water distribution networks, i.e., PVC, PE, AC, and steel. The experimental tests showed consistent head-area slopes for leaks under both positive and negative pressures, with smaller discharge coefficients for intrusion compared to those for leakage flows. This finding suggests that the existing knowledge of leak behavior under positive pressures can be applied in negative pressure conditions. Although round holes and circumferential cracks showed negligible and minimal changes in leak area, respectively, the longitudinal cracks displayed large positive head-area slopes, meaning that their leak areas decreased under negative pressures and sometimes closed, limiting intrusion flows. The study further showed that a leakage exponent (N1) different from 0.5 obtained under positive pressure produces inaccurate results when applied to intrusion flows. The results of modelling studies showed that the intrusion flows in rigid pipe materials such as steel and AC have similar or slightly lower intrusion flows than in the fully rigid case. In contrast, more flexible materials, such as PE and PVC, showed a greater reduction in intrusion flows when subjected to negative pressures.
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation of Leakage Flow Behavior in Pipes Subjected to Negative Pressures
    typeJournal Article
    journal volume151
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13965
    journal fristpage04024054-1
    journal lastpage04024054-10
    page10
    treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 001
    contenttypeFulltext
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