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    Pressure Transient Utilization for Pipeline Particle Deposits Laceration

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 002::page 04023063-1
    Author:
    Mohamad Zeidan
    ,
    Avi Ostfeld
    DOI: 10.1061/JHEND8.HYENG-13671
    Publisher: ASCE
    Abstract: This study examined the utilization of transient shear stress for cleaning sediment and biofilm materials adhered to the inner walls of pipes in water distribution systems. This approach is presented as a potential method for material resuspension during pipe flushing. This is done to prevent discoloration and low-water-quality events, which can be a major concern for both water utilities and consumers. This work builds and expands on previous work on biofilm detachment under unsteady flows. This study explored the manipulation of existing valves to induce high transient shear stresses that, in turn, resuspend materials adhering to the pipe walls. Through the use of valves strategically positioned along the water distribution system, the systems are subjected to consecutive controlled transient pressure waves. It is possible to capitalize on the interference properties of the controlled transient waves at various points in the system. It is in this condition that various pressure waves can merge within the system, causing high pressures and relatively high shear stresses. However, it is vital to keep the pressure confined within the allowed range to ensure the integrity of the system. A Lagrangian with unsteady friction method was implemented and applied for modeling the transient behavior in two water networks.
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      Pressure Transient Utilization for Pipeline Particle Deposits Laceration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297631
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    contributor authorMohamad Zeidan
    contributor authorAvi Ostfeld
    date accessioned2024-04-27T22:50:24Z
    date available2024-04-27T22:50:24Z
    date issued2024/03/01
    identifier other10.1061-JHEND8.HYENG-13671.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297631
    description abstractThis study examined the utilization of transient shear stress for cleaning sediment and biofilm materials adhered to the inner walls of pipes in water distribution systems. This approach is presented as a potential method for material resuspension during pipe flushing. This is done to prevent discoloration and low-water-quality events, which can be a major concern for both water utilities and consumers. This work builds and expands on previous work on biofilm detachment under unsteady flows. This study explored the manipulation of existing valves to induce high transient shear stresses that, in turn, resuspend materials adhering to the pipe walls. Through the use of valves strategically positioned along the water distribution system, the systems are subjected to consecutive controlled transient pressure waves. It is possible to capitalize on the interference properties of the controlled transient waves at various points in the system. It is in this condition that various pressure waves can merge within the system, causing high pressures and relatively high shear stresses. However, it is vital to keep the pressure confined within the allowed range to ensure the integrity of the system. A Lagrangian with unsteady friction method was implemented and applied for modeling the transient behavior in two water networks.
    publisherASCE
    titlePressure Transient Utilization for Pipeline Particle Deposits Laceration
    typeJournal Article
    journal volume150
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13671
    journal fristpage04023063-1
    journal lastpage04023063-12
    page12
    treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 002
    contenttypeFulltext
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