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Zbornik radova Koridor 10 - Kirilo Savić

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3rd International Scientific and Professional Conference<br />

CORRIDOR <strong>10</strong> - a sustainable way of integrations<br />

Fig. 4. Measurement of track gauge G in accordance with EN 13848-1<br />

Deviation z p’ in z-direction of consecutive running table levels on any rail, expressed as an excursion<br />

from the mean vertical position (reference line) and calculated from successive measurements is<br />

longitudinal level (Figure 5) [1].<br />

Longitudinal level of track is defined as follows:<br />

z ' x z ' x<br />

p1<br />

p<br />

z x<br />

2<br />

'<br />

p<br />

2<br />

, (2)<br />

where:<br />

z , z – longitudinal levels of left and right rail.<br />

' '<br />

p 1 p 2<br />

1 running table<br />

2 reference line<br />

Fig. 5. Longitudinal level z p’ in accordance with EN 13848-1<br />

Cross level, h, is defined as the difference in height of adjacent running tables computed from the<br />

angle between the running surface and a horizontal reference plane. It is expressed as the height of<br />

the vertical leg of the right-angled triangle having a hypotenuse, s 1 , that relates to the nominal track<br />

gauge plus the width of the rail head, rounded to the nearest <strong>10</strong> mm (Figure 6) [1].<br />

Belgrade, 2012 54

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