YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • 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

    Flow Characteristics and Escape-Route Optimization after Water Inrush in a Backward-Excavated Karst Tunnel

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author:
    J. Wu
    ,
    S. C. Li
    ,
    Z. H. Xu
    ,
    X. Huang
    ,
    Y. G. Xue
    ,
    Z. C. Wang
    ,
    L. P. Li
    DOI: 10.1061/(ASCE)GM.1943-5622.0000787
    Publisher: American Society of Civil Engineers
    Abstract: In this study, using the background of Qiyueshan high-risk karst tunnels, flow characteristics and escape-route optimization after water inrush in a backward-excavated karst tunnel are researched. First, five case studies are simulated and investigated under different velocities of water inrush. One special probing line is selected, respectively, in the left tunnel, cross passage, right tunnel, and along the height direction of the tunnel centerline. For each probing line, the corresponding velocity and pressure curves are obtained based on the numerical simulation results. The change rules of velocity and pressure under the five water-inrush velocities are analyzed and concluded. Then, focusing on one velocity of water inrush, the variation laws of velocity and pressure in a plane are analyzed and discussed by selecting a series of probing lines. Flow characteristics of water after inrushing in a backward-excavated tunnel are summarized. Finally, for such cases, the optimized escape routes are made in the tunnels. The results show that (1) as the water-inrush velocity increases, the flow velocity in the tunnels also increases proportionately; (2) as the water-inrush velocity increases, the pressure in the tunnels also increases, but there exists no direct linear relationship between them; (3) there is little flow velocity close to the tunnel side wall as well as at the working face without water inrush and at the high location of the cross passage; and (4) the pressure at the intersection area of the cross passage and the tunnels changes greatly. Research results provide a theoretical basis for making scientific and rational escape routes.
    • Download: (5.194Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Flow Characteristics and Escape-Route Optimization after Water Inrush in a Backward-Excavated Karst Tunnel

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4243691
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorJ. Wu
    contributor authorS. C. Li
    contributor authorZ. H. Xu
    contributor authorX. Huang
    contributor authorY. G. Xue
    contributor authorZ. C. Wang
    contributor authorL. P. Li
    date accessioned2017-12-30T12:56:35Z
    date available2017-12-30T12:56:35Z
    date issued2017
    identifier other%28ASCE%29GM.1943-5622.0000787.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243691
    description abstractIn this study, using the background of Qiyueshan high-risk karst tunnels, flow characteristics and escape-route optimization after water inrush in a backward-excavated karst tunnel are researched. First, five case studies are simulated and investigated under different velocities of water inrush. One special probing line is selected, respectively, in the left tunnel, cross passage, right tunnel, and along the height direction of the tunnel centerline. For each probing line, the corresponding velocity and pressure curves are obtained based on the numerical simulation results. The change rules of velocity and pressure under the five water-inrush velocities are analyzed and concluded. Then, focusing on one velocity of water inrush, the variation laws of velocity and pressure in a plane are analyzed and discussed by selecting a series of probing lines. Flow characteristics of water after inrushing in a backward-excavated tunnel are summarized. Finally, for such cases, the optimized escape routes are made in the tunnels. The results show that (1) as the water-inrush velocity increases, the flow velocity in the tunnels also increases proportionately; (2) as the water-inrush velocity increases, the pressure in the tunnels also increases, but there exists no direct linear relationship between them; (3) there is little flow velocity close to the tunnel side wall as well as at the working face without water inrush and at the high location of the cross passage; and (4) the pressure at the intersection area of the cross passage and the tunnels changes greatly. Research results provide a theoretical basis for making scientific and rational escape routes.
    publisherAmerican Society of Civil Engineers
    titleFlow Characteristics and Escape-Route Optimization after Water Inrush in a Backward-Excavated Karst Tunnel
    typeJournal Paper
    journal volume17
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000787
    page04016096
    treeInternational Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    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