Driver training for braking under conditions of low adhesion

Driver training for braking under conditions of low adhesion

Described in the training modules the recommended practice for braking at higher speeds is to place the brake controller into the initial position for a maximum of 3 seconds before moving the controller into the service zone, half service position. The driver is then required to take into consideration the retardation rate required, having regard to the speed, gradient, track and weather conditions. The distance required to stop the train and the train traction type are included in the driver’s decision on the appropriate actions to bring the train to a stop within the target zone, for example a train station platform.

When approaching a station platform with the train brake positioned in the half service position, the driver is called upon to make adjustments to the brake effort in the area known as the decision zone to bring the train to a smooth stop at the required marker. At the conclusion of the stop the brake controller is placed in different positions dependent on the traction type being driven. For example, when driving IMU160 and SMU260 class trains it is recommended that the brake controller is moved back to the initial position as the train speed drops to zero to minimise the possibility of wheel slide; and that the controller remains in at least the initial position at all times while stationary at the platform.

Drivers are required to demonstrate similar stopping sequences at high and low speed while operating different train traction types and correctly anticipating the amount of brake effort to avoid excessive manipulation of the brake controller. The training module indicates that such excessive movements of the brake controller could contribute to the train overshooting a station platform.

In conjunction with the brake methodology, the training module explains the difference between wheel slip and wheel slide and identifies trains fitted with wheel slide protection (WSP).

The training module recommends that during wheel slip drivers should:

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  Reduce power to regain traction;
  
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  Avoid excessive movements of the power controller.
  

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  Observe the indication of excessive wheel slide on the drivers console/panel in the form of a steady white slip-slide light;
  
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  Use their knowledge of the track and the conditions;
  
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  Regulate the amount of brake effort enough to correct the slide and maintain maximum braking.
  

The Driver’s Manual describes that wheel slide will be corrected automatically on individual axles or bogies much faster than the driver could react to it and therefore the brake controller should be left in the position required. Avoiding movement of the brake controller would generally achieve maximum brake pressure at all axles in the minimum time. However if the wheel slide was long and persistent the Drivers Manual indicates that if few wheels were ‘finding good conditions’ it could be advantageous for the driver to reduce the braking effort slightly.

In effect the Driver’s Manual⁵⁴ implies that the brake effort should be reduced to alleviate the wheel slide event and therefore increase the ability of the braking system to bring the train to a stop. The Drivers Manual does not explain the effects of low adhesion at the wheel/rail interface, how low adhesion is a precursor to prolonged wheel slide events and why these elements reduce the likelihood of achieving expected rates of deceleration. The implication that the braking should commence earlier, without a reduction in speed, does not adequately account for, or explain, the relationship between speed and the distance to safely stop a train under conditions of reduced adhesion.

The experience gained through training, familiarisation and repetition is integral to this aspect of train driving. At various locations on the Queensland Rail network that are used by heavy freight and coal train services, locomotive drivers use line side markers as distance reference points to assist them in braking and controlling their train and to remain below posted speed limits.

On the Queensland Rail Citytrain network distance markers are not provided to assist drivers to relate their actions to relevant track positions. These markers give fixed reference points that can be used by a driver to judge appropriate braking points on approach to stopping and target points under varying climatic conditions. The types of traction units, track conditions and train speeds vary, implying that the driver’s knowledge, training and intuition play a vital role in making and educated decision at an appropriate track position to commence the braking sequence. Any further adjustments that are necessary in the train stopping sequence are based on the information available to the driver at the time. If conditions change or the hazards are not readily identifiable (for example slippery rail surfaces) there may be not be sufficient information or time on which the driver can make an informed decision in taking an appropriate course of action to safely stop the train.

With respect to network distance markers Queensland Rail advised:

Queensland Rail has posted track speed boards for all sections of the rail corridor on the SEQ Network. All Drivers are trained and assessed as competent in route knowledge for each rail corridor in regards to track alignment and allowable speeds. Track speed boards are clearly displayed and drivers are required to bring their trains to the controlled speed as posted prior to passing the track speed board. At Cleveland, the track speed board was 25 km/h.

The SEQ does not use line side markers or distance reference points as used in the Queensland coal train network. This is due to the density of general features along the route such as signals, Km posts, speed boards and level crossings etc in SEQ. The driver training uses the existing corridor reference points to develop the driving methodology with the trainee driver and then the application of that methodology is assessed in the driver assessment.