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    Basic Theory of Rapid-Transit Tunnel Ventilation

    Source: Journal of Manufacturing Science and Engineering:;1966:;volume( 088 ):;issue: 001::page 1
    Author:
    W. G. Brown
    DOI: 10.1115/1.3670885
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analysis has been carried out for the basic mechanism of rapid-transit tunnel ventilation due to train piston action and for the temperatures resulting in the system. Theory is in general agreement with experimental results, indicating air velocities in tunnels of the order of 1/5 of the train velocity even though trains occupy only 1/4 to 1/3 of the cross-sectional area of the tunnel. Little of the heat load owing to trains, brakes, passengers, and machinery is conducted through the ground about the tunnel, but the ground serves as a heat reservoir, causing the amplitude of the diurnal subway temperature variation to be about half that of the ambient air temperature and causing a phase shift of several hours. With the help of a partly empirical theory combined with experiment, it was possible to indicate approximately the temperatures to be expected in a tunnel under differing climate conditions. The effect of train scheduling on ventilation rate is discussed, as is the possibility of using models to obtain more precise design data.
    keyword(s): Ventilation , Tunnels , Trains , Temperature , Heat , Subways , Mechanisms , Brakes , Machinery , Reservoirs , Stress , Phase shift , Design , Climate AND Pistons ,
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      Basic Theory of Rapid-Transit Tunnel Ventilation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/115079
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    contributor authorW. G. Brown
    date accessioned2017-05-08T23:46:48Z
    date available2017-05-08T23:46:48Z
    date copyrightFebruary, 1966
    date issued1966
    identifier issn1087-1357
    identifier otherJMSEFK-27498#1_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115079
    description abstractAn analysis has been carried out for the basic mechanism of rapid-transit tunnel ventilation due to train piston action and for the temperatures resulting in the system. Theory is in general agreement with experimental results, indicating air velocities in tunnels of the order of 1/5 of the train velocity even though trains occupy only 1/4 to 1/3 of the cross-sectional area of the tunnel. Little of the heat load owing to trains, brakes, passengers, and machinery is conducted through the ground about the tunnel, but the ground serves as a heat reservoir, causing the amplitude of the diurnal subway temperature variation to be about half that of the ambient air temperature and causing a phase shift of several hours. With the help of a partly empirical theory combined with experiment, it was possible to indicate approximately the temperatures to be expected in a tunnel under differing climate conditions. The effect of train scheduling on ventilation rate is discussed, as is the possibility of using models to obtain more precise design data.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBasic Theory of Rapid-Transit Tunnel Ventilation
    typeJournal Paper
    journal volume88
    journal issue1
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3670885
    journal fristpage1
    journal lastpage7
    identifier eissn1528-8935
    keywordsVentilation
    keywordsTunnels
    keywordsTrains
    keywordsTemperature
    keywordsHeat
    keywordsSubways
    keywordsMechanisms
    keywordsBrakes
    keywordsMachinery
    keywordsReservoirs
    keywordsStress
    keywordsPhase shift
    keywordsDesign
    keywordsClimate AND Pistons
    treeJournal of Manufacturing Science and Engineering:;1966:;volume( 088 ):;issue: 001
    contenttypeFulltext
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