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Reliability of Stockholm Subway - Index of

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terminal and departure time at the starting station. Big variability <strong>of</strong> the parameter can<br />

reveal problems with the network and signaling system.<br />

To estimate actual travel times statistical measures such as mean and 85% percentile<br />

are usually applied by operators.<br />

The inconsistency <strong>of</strong> actual travel times to<br />

scheduled ones may be a ground for timetable reconsideration and improvement.<br />

3.1.5 Headway adherence<br />

Headway adherence (or in other words deviation <strong>of</strong> headway) described in TCQSM<br />

can characterize service punctuality for the transit service operating at headways <strong>of</strong> 10<br />

minutes or less. “The measure is based on the coefficient <strong>of</strong> variation <strong>of</strong> headways <strong>of</strong><br />

transit vehicles serving a particular route arriving at a stop” (TCQSM). It is calculated<br />

as a difference between actual and scheduled headways at a studying time point.<br />

Coefficient <strong>of</strong> variation (CVH) <strong>of</strong> these differences informs about the level <strong>of</strong> service<br />

at the studying time point.<br />

(3.1)<br />

where the headway deviation is the difference between the actual headway and the<br />

scheduled one. Level <strong>of</strong> service classification is presented in table 3.1.<br />

Table 3.1 Level <strong>of</strong> service according to TCQSM<br />

LOS CVH P (hi > 0.5 h) Comments<br />

A 0.00-0.21 ≤1% Service provided like clockwork<br />

B 0.22-0.30 ≤10% Vehicles slightly <strong>of</strong>f headway<br />

C 0.31-0.39 ≤20% Vehicles <strong>of</strong>ten <strong>of</strong>f headway<br />

D 0.40-0.52 ≤33% Irregular headways, with some bunching<br />

E 0.53-0.74 ≤50% Frequent bunching<br />

F ≥0.75 >50% Most vehicles bunched<br />

NOTE: Applies to routes with headways <strong>of</strong> 10 minutes or less.<br />

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