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    Modeling of a Transient Event in the Tunnel and Reservoir Plan System in Chicago, Illinois

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author:
    Yovanni A. Cataño-Lopera
    ,
    Talia E. Tokyay
    ,
    J. Ezequiel Martin
    ,
    Arthur R. Schmidt
    ,
    Richard Lanyon
    ,
    Kevin Fitzpatrick
    ,
    Carmen F. Scalise
    ,
    Marcelo H. García
    DOI: 10.1061/(ASCE)HY.1943-7900.0000888
    Publisher: American Society of Civil Engineers
    Abstract: Transient flow events can potentially damage infrastructure and threaten public safety in the vicinity of violent flow eruptions that occur where tunnel drop shafts interconnect with the surface-combined sewer system. Transient events have been observed in tunnels and at drop shafts in the tunnel and reservoir plan (TARP) system in Chicago on a number of occasions since operations first began in 1985. For the most part, the phenomenon has been controlled effectively by operating the system in a conservative mode through controlling the rate of filling. Nevertheless, more recently, not only water transients but also geysering events—the intermittent discharge of a combination of water and air from a hydraulic system—have occurred at the terminus of branch tunnels where controlled filling is not effective. The Metropolitan Water Reclamation District of Greater Chicago (MWRDGC), the operating agency for the system, has been prompted to develop engineering solutions to minimize transient flow occurrence and negative effects at the affected drop shaft locations. To this end, numerical modeling was conducted to investigate the cause and potential solutions. Such modeling included one-dimensional (1D) hydraulic transient modeling of a large domain in the system, followed by more detailed three-dimensional (3D) two-phase flow simulations within a smaller domain. The 1D approach revealed the interaction between localized events of interest and other transient flow features that originate far from the drop shaft under consideration. Computational fluid dynamics (CFD) modeling results show the complex interaction of trapped air and water in the tunnels. Even though more field observations are needed to test the accuracy of model predictions, careful interpretation of the results made it possible to pinpoint the problem and propose a solution. The findings also provided insight into the importance of considering both inertial instabilities as well as air–water interactions in geysering mechanics.
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      Modeling of a Transient Event in the Tunnel and Reservoir Plan System in Chicago, Illinois

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    contributor authorYovanni A. Cataño-Lopera
    contributor authorTalia E. Tokyay
    contributor authorJ. Ezequiel Martin
    contributor authorArthur R. Schmidt
    contributor authorRichard Lanyon
    contributor authorKevin Fitzpatrick
    contributor authorCarmen F. Scalise
    contributor authorMarcelo H. García
    date accessioned2017-05-08T22:06:44Z
    date available2017-05-08T22:06:44Z
    date copyrightSeptember 2014
    date issued2014
    identifier other28746631.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71581
    description abstractTransient flow events can potentially damage infrastructure and threaten public safety in the vicinity of violent flow eruptions that occur where tunnel drop shafts interconnect with the surface-combined sewer system. Transient events have been observed in tunnels and at drop shafts in the tunnel and reservoir plan (TARP) system in Chicago on a number of occasions since operations first began in 1985. For the most part, the phenomenon has been controlled effectively by operating the system in a conservative mode through controlling the rate of filling. Nevertheless, more recently, not only water transients but also geysering events—the intermittent discharge of a combination of water and air from a hydraulic system—have occurred at the terminus of branch tunnels where controlled filling is not effective. The Metropolitan Water Reclamation District of Greater Chicago (MWRDGC), the operating agency for the system, has been prompted to develop engineering solutions to minimize transient flow occurrence and negative effects at the affected drop shaft locations. To this end, numerical modeling was conducted to investigate the cause and potential solutions. Such modeling included one-dimensional (1D) hydraulic transient modeling of a large domain in the system, followed by more detailed three-dimensional (3D) two-phase flow simulations within a smaller domain. The 1D approach revealed the interaction between localized events of interest and other transient flow features that originate far from the drop shaft under consideration. Computational fluid dynamics (CFD) modeling results show the complex interaction of trapped air and water in the tunnels. Even though more field observations are needed to test the accuracy of model predictions, careful interpretation of the results made it possible to pinpoint the problem and propose a solution. The findings also provided insight into the importance of considering both inertial instabilities as well as air–water interactions in geysering mechanics.
    publisherAmerican Society of Civil Engineers
    titleModeling of a Transient Event in the Tunnel and Reservoir Plan System in Chicago, Illinois
    typeJournal Paper
    journal volume140
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000888
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    contenttypeFulltext
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