Basic Theory of Rapid-Transit Tunnel VentilationSource: Journal of Manufacturing Science and Engineering:;1966:;volume( 088 ):;issue: 001::page 1Author:W. G. Brown
DOI: 10.1115/1.3670885Publisher: 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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contributor author | W. G. Brown | |
date accessioned | 2017-05-08T23:46:48Z | |
date available | 2017-05-08T23:46:48Z | |
date copyright | February, 1966 | |
date issued | 1966 | |
identifier issn | 1087-1357 | |
identifier other | JMSEFK-27498#1_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/115079 | |
description 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. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Basic Theory of Rapid-Transit Tunnel Ventilation | |
type | Journal Paper | |
journal volume | 88 | |
journal issue | 1 | |
journal title | Journal of Manufacturing Science and Engineering | |
identifier doi | 10.1115/1.3670885 | |
journal fristpage | 1 | |
journal lastpage | 7 | |
identifier eissn | 1528-8935 | |
keywords | Ventilation | |
keywords | Tunnels | |
keywords | Trains | |
keywords | Temperature | |
keywords | Heat | |
keywords | Subways | |
keywords | Mechanisms | |
keywords | Brakes | |
keywords | Machinery | |
keywords | Reservoirs | |
keywords | Stress | |
keywords | Phase shift | |
keywords | Design | |
keywords | Climate AND Pistons | |
tree | Journal of Manufacturing Science and Engineering:;1966:;volume( 088 ):;issue: 001 | |
contenttype | Fulltext |