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Measurements of Train-Induced Pressure Variations

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Measurements of Train-Induced Pressure Variations Simplon Tunnel (CH/IT) Measurements of train -induced pressure variations Description The 20 km long Simplon rail tunnel connects the Italian and Swiss railway networks. It is op- erated by the Swiss Federal Railways (SBB). The free cross-sectional area of the two single- track tunnel tubes of the Simplon tunnel is smaller than the free cross-sectional area of the Lötschberg base tunnel as well as the existing rail tunnels (double-track) at Gotthard and Lö- tschberg. Accordingly, in the Simplon tunnel Northern portal of the Simplon tunnel more extreme aerodynamic conditions appear at the same speed compared to other existing rail tunnels in Switzerland. The train-induced pressure variation had to be determined for an increase of travel speed from V train = 140 km/h to V train = 160 km/h in the tunnel. Train-induced pressure variations in railway tunnels are caused by: − Train entry and exit of tunnel − Train passages at changes of cross- sectional area (for example in crossover) − Train passage at the measurement location due to pressure changes along the train Installation inside of the cross-passage for data acquisition (left) Services HBI Haerter Consulting Engineers provided the Passage 160 km/h Passage 170 km/h following services: − Elaboration of the concept for measure- ments, commissioning of the measurement system and realization of the measure- ments of train-induced pressure variations [kPa] in the Simplon tunnel − Analysis of the measured data and check- ing of the plausibility of the data − Determination of the maximum positive and Pressurepressure deviation from normal negative pressure deviation from normal Time [h] pressure in the railway tunnel for single Pressure deviation from normal pressure in the runs with the train ETR 470 tunnel during test run of high-speed train ETR 470 − Determination of the maximum positive and negative pressure deviation from normal pressure in the railway tunnel during nor- mal train operation of several days − Summary report as decision bases for safety authority HBI Haerter www.hbi.ch 3_OBJ_B_039_Simplon_DRUCKMESS_E_2013-09-01.docx Beratende Ingenieure Consulting Engineers Ingénieurs Conseils Ingegneri Consulenti Ingenieros Consultores www.hbi.eu .
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