By Deepu Dharmarajan
Posted 4 years ago

CH9 | TRACK CIRCUITS

Signalling

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TRACK CIRCUITS

CONTENTS

  1. Introduction
  1. Principles of Operation
  1. Practical Considerations
  1. Insulated Block Joints
  1. Track Circuit Types
  1. D.C. Track Circuits
  1. AC. Track Circuits
  1. Jointless Track Circuits
  1. Impulsing Track Circuits
  1. Rail Circuits and Overlay Track Circuits
  1. Shunt Assisters
  1. Alternatives to Track Circuits
  1. INTRODUCTION

The track circuit is an important component of  modern  signalling systems. Its main purpose is to continuously detect the presence and position of traffic within the signalled area.

Track circuits are electrical circuits formed in part by the rails of the track. The detection of vehicles is possible because their wheels and axles reduce the rail to rail resistance significantly below the value relating to a clear track condition.

Eventhough modern communication based train control system make use of track installed transponders otherwise know as balises or beacon (French)  as a primary  means to identify the position,over laid secondary train systems are implemented (Can be axle counter as well) to recover the train ,if communication is lost and primary train detection is impossible.

The first track circuits were used only as indication devices, to remind the signalman of the presence of a train, for example standing at the home signal or on a section of track which might be obscured from his view.

Later they were used to lock facing points, as a replacement for fouling bars. In this role, the track circuit directly controlled the operation of the point lever through an electric lock.

Track circuits are now used to control the signalling directly in legacy fixed block signalling system,by preventing a signal being cleared if the track ahead of the signal is occupied by a train, by holding the route after a train has passed the signal, and to lock a set of points if a train is standing on them.

It is important to remember that a track circuit is designed primarily  to detect the absence of a train and not its presence. There are however many signalling controls which require track circuits to be occupied (e.g. release of overlap after a train has come to a stand) and the track circuit must therefore be reliable enough to be used for this purpose also.

A rail circuit is the reverse of a track-circuit, and is used to prove the presence (not absence) of a train at a particular place. Rail-circuits are not as commonly used as track circuits.

To understand the basic principles of track circuit operation, the easiest type of track circuit to study is the simple, battery-fed D.C. track circuit. Many other types have been developed to cover particular situations such as electrified areas, jointless track etc. These will be discussed later. Most of the principles of the simple D.C. track apply equally to other types, although the configuration of the equipment may differ.

  1. PRINCIPLES OF OPERATION

A track circuit  employs  the rails as a transmission  line. The electrical  signal, in this case a d.c. voltage, is applied to one end. At the other end a relay is connected  across the rails as a receiver of the voltage applied at the opposite end.

The physical limits of the track circuit must be defined by insulated rail joints to prevent interference between adjacent track circuits or isolate the track circuit from sections of line where track circuits are not required.

When there is no train on the track circuit, the relay will be energised via the full length of each rail. When a train stands on the track circuit the wheels and axles create a short circuit between the rails. The current takes the lower resistance path via the train and the relay becomes de-energised.

All track circuits depend for their operation on the wheels of a train forming a low resistance path between the rails.

Current from a battery (or rectified power source) at one end of the section, energises a relay at the other end via an adjustable resistor and the rails. Each rail forms one leg of the circuit. Although the rail joints are metallically joined by fishplates, they are electrically unreliable and it is therefore necessary for the rails in each leg to be bonded together to form a good path for conduction of the electrical current. The end rails of the track circuit are insulated from the adjoining rails by means of insulated rail joints. The track circuit is an independent circuit with its own power supply at one end, and its own relay at the other end. Normally, when the track is clear of trains, current flows through the rails and through the coil of the tractive armature electromagnetic relay, thereby energising the relay which closes its front contacts.

When a train occupies the track circuit, the two rails of the track circuit are short-circuited by the axles of the train. The relay is shunted by an electrical path of extremely low resistance, provided by the wheels and axles of the train, the result being that virtually no current flows through the relay coil because all but an insignificant amount is diverted through the axles. The relay becomes de-energised and the armature drops to close the back contacts.

Thus the condition of the track relay determines whether the track circuit is clear or occupied. The most important feature of the track circuit is the fact that it fails to safety, i. e. is "fail-safe". The moment a rail or a wire breaks, or a metallic obstruction straddles the track, or the power supply fails, the relay will become de-energised indicating the track occupied condition

 

Figure 1 Track Circuit Clear (relay Energized) -Simple DC Track Circuit

Figure 2 Track Circuit Occupied (relay De-Energized) -Simple DC Track Circuit

 

The relay is therefore energised to prove that there is no train on the track,  and de-energised when there is a train on the track.

The relay will also de-energise if:

  1. a) A rail connection becomes detached
  2. b) The power supply fails
  3. c) A rail to rail bond is broken or becomes detached
  4. d) A rail breaks

The circuit is therefore designed to be "fail-safe", as under most fault conditions it indicates that the track is occupied. This may not be totally true in practice, as will be seen later.

3. PRACTICAL CONSIDERATION

Figure 3 Practical Track Circuits 

A practical track circuit differs significantly from the theoretical example shownin Figure 1 & Figure 2  The two major difficulties are:-

  1. a) The rails are not perfectly  insulated  from each other. Current "leaks" from one rail to the other, through the rail fixings, the sleepers and the ballast. This rail-to-rail resistance is known as "ballast resistance". It can  vary  widely 300  metres  of standard gauge (1435mm) track may  have a ballast  resistance  as  high  as 50  ohms for well ballasted, dry track, or as low as 0.5 ohm with waterlogged or dirty ballast.
  2. b) The presence of the wheels on the rails may not provide a perfect short circuit. The axles may have a small resistance, but the main problem is the contact between wheel and rail. This may be due to rust or other causes such as fallen leaves ,or ice on track during winter .

Although the rails also have a resistance, this is  normally  insignificant  compared  to  the above two problems. Rails will also have an inductance. This  will  be  significant  when  dealing with some types of a.c. track circuit.

3.1        Ballast Resistance

This is a factor over which the signal engineer usually has very little control. It will vary according to the type of ballast, its condition, the type of sleepers, the method of fixing of rails to sleepers, track drainage and, most importantly, the weather conditions.  These will all vary in time during the life of the track circuit. Some factors will change slowly, such  as the condition of the ballast. Others, like the amount of moisture in the ground, can vary rapidly.

The design of the track circuit equipment must be able to compensate for the long term changes by some means of manual or automatic adjustment. The short term changes due to weather must be contained within the normal operation range of the track circuit. If not, failures (either right side or wrong side) will result.

The inclusion of a series resistance at the feed end is an essential feature of most track circuits to avoid excessive power consumption when the track is occupied. It also permits components of a lower current rating to be used. This will also make the track circuit more difficult to set up for reliable operation. As ballast resistance decreases, the current drawn will increase, the voltage drop across the feed resistor will increase and the relay voltage will be correspondingly reduced. Too large a reduction in ballast resistance could cause a right side failure of the track circuit.

Under the most adverse conditions, the minimum ballast resistance should not be less than 4 ohms per 1000 ft. Short track circuits will of course have a higher ballast resistance.

The value of ballast resistance may be calculated from the measurements taken for rail resistance: -

Vf = Volts across rails at feed end.

Vr = Volts across rails relay end.

It = Current to track.

Ir = Current to relay.

Mean voltage across rails = (Vf + Vr) / 2

Current in ballast = It - Ir

Ballast Resistance = (Mean voltage across rails) / (Current in ballast)

For a typical DC track circuit calculation, the following figures for a track circuit will be used: -

EMF of battery                                                          1.2 volts.

Resistance of relay                                                    9 ohms

Pick-up value of relay                                               0.36 volts

Drop-away value of relay                                         0.27 volts

Minimum ballast resistance                                    2 ohms

Working voltage 25 per cent above pick-up          0.45 volts

Current to relay                                                        = Voltage across relay/Resistance of Relay

                                                                                  = 0.45/9  = 0.05 ampere.

Current to ballast                                                    = Voltage across rails/Ballast resistance

                                                                                  = 0.45/ 2 = 0.225 amp.

Current to track                                                      = 0.05 + 0.225= 0.275 ampere.

 

Voltage across feed resistance                               = EMF of battery - EMF across rails

                                                                                 = 1.2 - 0.45 = 0.75 volts

Value of feed resistance                                         = Voltage across feed resistance/Current to track

                                                                                 = 0.75 / 0.275 = 2.73 ohms

The value of the resistance which, when placed across the rails of the track circuit with a ballast resistance of 2 ohms, would reduce the voltage across the relay to the drop-away value, i. e. 0.27 volts, can be calculated as follows

Voltage across feed resistance                              = 1.2V - 0.27V = 0.93 volts.

Current to track                                                     = 0.93V/2.73= 0.341 ampere.

Current to relay                                                     = 0.27V/9 = 0.03 ampere.

Current to ballast                                                  = 0.27V/2 = 0.135 ampere.

Current to relay and ballast                                  = 0.03 + 0.13 5

                                                                               = 0.165 ampere.

Current to shunt resistance                                 = 0.341 - 0.165 = 0.176 amp.

Shunt resistance                                                   = Voltage across track/Current through shunt= 0.27/ 0.176

                                                                               = 1.53 ohms.

The above figures are given as an example to show how the various values can be obtained.

3.2       Rail Resistance

This is the total resistance of rails, fishplates and bonds. Its value remains appreciably constant. The rails of a track circuit form the conductors of a simple circuit in that current is supplied at the feed end and less current appears at the relay end. The loss in current is due to leakage and the loss in voltage to rail and cable resistance. The fall in current and voltage is not uniform along the length of the track circuit, but falls faster near the supply end than the relay end. In most cases, however, the rail resistance is small compared with the ballast resistance and it may be assumed that the voltage and current fall off uniformly along the length of the track circuit.

The value of the rail resistance in a track circuit may be obtained from the following measurements

Vf                                                                         = Rail voltage at the feed end of track circuit.

Vr                                                                         = Rail voltage at the relay end of track circuit.

It                                                                          = Current to circuit.

Ir                                                                          = Current to relay.

From Ohms law it is known that:

Rail resistance = (Voltage drop in rails) / (mean current in rails)

3.3       Train Shunt Resistance

This is the joint resistance of all the parallel paths from rail to rail of a train or vehicle. The train shunt of a vehicle is greater than that of a train and that of a pair of wheels greater than that of a vehicle.

It should be noted that the ordinary resistance of a pair of wheels and axle is not the same as the train shunt of a pair of wheels resting on the track, due to films of oil, scale and rust frequently found between the wheels and rail.

3.4       Train Shunt

The train shunt resistance varies with the voltage between the rails, in that as the voltage increases the train shunt resistance decreases. The lowest allowable drop shunt is 0.5 ohm irrespective of the track voltage.

The shunt and pick-up of a track relay can be taken with the aid of a variable resistance with 0.1 ohm tappings.

When taking the pick-up value the resistance should be set at a low value and gradually increased until the relay armature just picks up. This should be repeated two or three times until consistent results are obtained.

When taking the train shunt value the resistance should be set at a high value so that the relay remains in the energised position, and then the resistance is decreased until the armature of the relay just falls away and breaks its energised, i.e. front, contacts. The reading of the adjustable resistance is the drop train shunt of the track circuit. This should also be repeated two or three times to obtain the true value of the drop train shunt.

3.5       Relay Characteristics

There are two different values for train shunt. The drop shunt is the largest value of train resistance that will cause the track relay to release. The pick-up shunt is the smallest value of train shunt which will allow the relay to operate.

Due to the method of operation of all relays, the drop shunt will always  be the lower  of  the two values. As the energisation of the relay closes the air gap in the relay's  magnetic circuit, the reluctance of the magnetic circuit reduces. The relay therefore requires less current to

hold it in the energised position than to pick it up initially. Conversely, it will require a significant reduction in this current to release again. Whenever track circuits are tested the drop shunt should always be observed and recorded.

Track relays are designed specially to minimise the difference between the pick-up and hold-up currents. Nevertheless, a hold-up current of only 0.5 to 0.7 times the pick-up current is typical.

Another problem is the time of release of the track relay. With both relay and rail being inductive, a loop will be formed by the rails, the train and the relay. The back-emf caused by the reduction in current as the train shunts the track will tend to cause a circulating current in this loop which will delay the release of the relay. Short, fast moving trains could momentarily be undetected as they pass from one track circuit to the next. This has serious implications for the release of route locking and the holding of points.

If the type of track relay used is not inherently slow to pick up, a repeater relay which is slow to pick must be used in all vital signalling controls.

3.6       Maximum Length

The combination of the above factors will generally limit the maximum length of any type of track circuit.

The longer the track-circuit, the lower will be its ballast resistance, and so the attainable voltage at the relay will be lower, as more current leaks between the rails. Eventually, a length is reached at which it is no longer possible to operate the track relay.

This maximum length will be lower for lower values of ballast resistance. The maximum length must therefore be based on worst case ballast conditions.

A track circuit adjusted for minimum ballast resistance (e.g. during wet weather) will have a relay voltage higher than the minimum pick-up voltage when ballast conditions improve. Adjustment must be such that the track relay does not remain energised when a train of maximum value of drop shunt occupies the track circuit. This requirement also effectively imposes a maximum length on the track circuit.

Maximum length will depend on the type of track circuit, the components used and the conditions under which it operates. Most track circuits have maximum lengths in the 600  to 2000 metres range.

3.7       Minimum Length

For short track circuits, adjustment for reliable operation does not usually present any problem. But if a track circuit is too short, a vehicle with a long wheel-base may stand completely over the track circuit without it being detected. The minimum length of a track circuit is set by the vehicle with the)opgest wheel-base.  For  bogie vehicles,  this distance is measured between the inner axles of each bogie. In  most cases, this minimum  distance is more likely to be determined by bogie vehicles than by two axle vehicles.

3.8       Staggered Block Joints

Ideally, insulated joints are installed in pairs opposite each other. In practice, it  is frequently difficult to ensure that they are exactly opposite, such as within pointwork. Joints may be provided to separate adjacent track circuits or to allow a polarity change within a track circuit.

Where joints are not exactly opposite, they are said to be staggered. There is a short length of track where both rails are of the same polarity. In this area, an axle will not be detected. If the stagger is too great, a bogie or even a complete vehicle may remain undetected. The maximum stagger is determined by the vehicle with the shortest wheelbase. Although it is still possible to "lose" one axle, the . other axle will be detected, Care must be taken to correctly position joints for clearance purposes to take account of this problem. Staggered joints must not be used to define critical clearance points.

If two sets of staggered joints are too close together, both axles of a short, four wheel vehicle could be undetected at the same time. A set of joints which is not staggered but defines the end of the track circuit could also fail to detect a vehicle if too close  to  staggered joints. Therefore, unless joints are exactly opposite, they must always be separated by the length of the longest vehicle.

Figure 4 Track Circuit Minimum Length             Figure 5 Staggered Joints -Maximum Stagger

Figure 6 Joints in Close Proximity -Loss of Train Detection

3.9       Equipment Details

To ensure effective operation equipment types and values must be carefully chosen.

Whether a.c. or d.c. power supplies are normally of low voltage. This is desirable as the presence of a train presents a short circuit to the feed set or transmitter. Similarly, there is usually a series impedance in the transmitter/feed set to limit output current, avoid damaging circuit components and prevent excessive power consumption.

Where power supplies are derived from an ac mains supply, each track feed will  normally have its own supply to prevent track circuit signals feeding through between adjacent track circuits via the power supply.

Where a feed resistor is provided it is often adjustable to deal with different track circuit characteristics. When a track circuit is set up, account must be taken of the weather & ground  conditions  at the time. An incorrectly  adjusted  track circuit  may either fail to detect all trains under conditions of high ballast resistance (dry weather) or fail to energise the relay with no train present if the ballast resistance is extremely low (wet weather).

Many audio frequency track circuits are designed to be adjusted by varying the gain of the receiver. This makes setting up easier and also permits track circuits to be centre fed where required.

Frequencies for a.c. track circuits are normally within the audio frequency range. Higher frequencies are increasingly attenuated by the inductive impedance of the rail. This would make the maximum length impractically low. Mains frequency may  be  used  in non-electrified or d.c. traction areas (with suitable precautions).

Due to the low power used, relays are normally of low coil resistance (typically  4  to 20 ohms). For the same reason, relays may only be provided with two front contacts.

Electrical continuity of both rails is essential. Any rails not welded or bonded for  traction return must be bonded  by  the signal  engineer.  Bolted  fishplates  do not in practice  provide  a reliable electrical connection.

For rails which carry track circuit currents only, an adequate  connection  can  be made  by using two galvanised steel bonds pinned at each  end.Welded  or  brazed  connections  may also be used. Where electric traction is used, the return traction current will be many times greater than the track circuit currents. The bonds must be much heavier and will often be provided by the electrification engineer.

Connections from the rail to lineside equipment should be firmly secured to the rails and employ flexible cable to counteract the effects of vibration.

  1. INSULATED BLOCK JOINTS

The insulated rail joint is installed in the track at the extremities of a track circuit and also within a track circuit at points and crossings in order to achieve reversal of polarity. When 40-ft. rails were used, the tensile stresses were negligible and to provide an insulating medium the steel fishplate was planed down by 1/4 inch and a specially formed sheet of bone fibre was inserted between the fishplate and the fishing surfaces of the rail. Fibre ferrules and washers were used to insulate the bolts and provided the joint was correctly packed in the ballast bed to prevent excessive flexing of the joint and crushing of the fibre insulation, the result was satisfactory. To insulate the gap between the rails, a fibre sheet shaped to the contour of the rail was inserted between the rail ends. This latter insulation, which is known as an end-post or "T" piece, was amply strong to resist the compressive load when the 40-ft. rails expanded.

This form of insulated rail joint gave reasonably good service even when 120-ft. rails came into use. However, the crushing of the fibre fishplate resulting in electrical failure of the insulated joint could not be observed and therefore the failure could not be anticipated. This fact necessitated the use of a joint where signs of impending mechanical failure could be seen long before replacement became necessary. For this joint, the steel fishplate was discarded and replaced by one made of an insulating material, the most common one being resin impregnated, compressed laminated wood. Such joints will take a tensile load of 2000 psi but the bending strength is limited to a smaller loading. The fishplate will be very quickly smashed unless the joint is well supported. From a track point of view a rigidly supported joint is not favoured since track resilience is the ultimate aim.

Modern railway practice is to provide a running top without any joints whatsoever as distinct from the use of 40 ft. or 120 ft. rail lengths joined together by means of steel fishplates. Rails of 45 ft. are depot-welded to 360-ft. lengths, transported to site and then thermit-welded into 1440-ft. lengths in the track. Thus the civil engineer has a track which is smooth, resilient and silent, requiring comparatively little maintenance and one which increases the life of rolling stock. The signal engineer, however, is obliged to request that the long-welded rail be cut at selected points in order that insulated rail joints may be installed to suit the track circuiting arrangements. Insulated rail joints, for which a design to resist the stresses set up in long rails has yet to be perfected, are inserted in the track. In order to protect the insulated joint against the high tensile forces, it is normal practice to install a splice joint next to the insulated joint. The splice joint allows the long rail to expand and contract, but apart from its prohibitive cost, it breaks the pattern and, together with the insulated joint, tends to nullify the advantages of long-welded rails.

A possible solution to the problem lies in the application of an insulated joint which reverts to the use of steel fishplates which, after all, give maximum bending strength. The joint is known as a "frozen" joint or "glued" joint because over and above the use of high-tensile steel bolts, the entire assembly is rigidly held together by means of an adhesive glue, 1/16 inch thick, which acts both as a strengthening bond and as insulation. The entire assembly must be made to close tolerances under workshop supervision. Two short lengths of rail are used, the completed joint then being taken to site and thermit-welded into the track.

Except for jointless track circuits on plain line, insulated block joints are used to define the limits of a track-circuit. It is important that the failure of an insulated  joint does not cause  a wrong side failure.

Joints may be provided in one rail only or in both rails. This will usually be decided by requirements for electric traction return.

With joints in both rails, if a single block joint fails, both track circuits should continue to work satisfactorily. If both block joints of a pair fail, there is a danger of a relay being falsely energised from the adjacent track-feed. To avoid this problem, the polarities of the rails on either side of every insulated joint must opposite. If both block joints of a pair fail, the two feeds will short-circuit each other, and both relays will de-energise.

In the vicinity of points and crossings,it may be necessary for sections of one rail to be common to two track circuits. Failure of any common blockjoint should cause both track circuits to show occupied. In electrified territory, joints may be in one rail  only. Maintenance of opposite polarities at every blockjoint is essential as only one joint separates the track circuits.

Figure 7 Track Circuit polarities -Double Rail (Joints in Both rails)

Figure 8 Single Rail (Joints in One Rail Only -Other Rail Continuous)

  1. TRACK-CIRCUIT TYPES

Many different types of track circuit are available, designed to be used in particular applications such as electrified lines, continuous welded  rail, etc. A list of the main types of track circuit is given below. As track circuit development continues, further types will no doubt become available. It is not necessarily an exhaustive list.

5.1        D.C. Track Circuits

D.C. track circuits have the advantage that they can be simply fed from a battery, either as the main or a standby supply. Installation, setting up and subsequent maintenance is straightforward. They have the disadvantage that they are unsuitable where d.c. traction systems are in use.

Battery - fed (primary cell or trickle charged)

Non AC - immune

AC - immune Coded "Swept"

5.2       Fixed Frequency A.C. Track Circuits

All track circuits in this category work from a mains power supply at the same frequency.

Mains frequency (e.g. 50Hz) vane relay (single-rail or double-rail)

Traction immune, vane relay (operates at a different frequency to the traction supply for immunity from a.c. and d.c. traction currents)

A.C./D.C (a.c. track circuit employing a d.c. relay) various types

5.3       Multiple Frequency A.C. Track Circuits

Track circuits in this category are normally designed and installed so that adjacent track circuits operate at different frequencies. In most cases they may be used without insulated blockjoints.

Reed

Aster

Hitachi UM71

ML TI-21

Siemens FS2500/FS3000

Alstom CVCM

5.4       Impulse Track Circuits

These track circuits employ short pulses at a relatively high voltage to overcome contact resistance at the rail while keeping power consumption at a low level.

Jeumont Lucas

Although in some cases proprietary or manufacturer's names have been shown above, similar equipment may be available from other manufacturers.

5.5       Functions Other Than Train Detection

As the rails are a continuous transmission line from one end of the track circuit to the other, it is possible to use the track circuit for more than simple train detection.

To economise on lineside circuits, additional controls can be added into the feed end of the track circuit, typically in automatic sections. For example, the track feed can include proof that the signal ahead of it bas returned to normal after the passage of the previous train and/or proof that the signal is alight. The disadvantage of this type of circuit is that it complicates fault finding and may give the signalman misleading track circuit indications.

A more recent application is the coded track circuit. The track circuit current is interrupted at different intervals or modulated at different frequencies to convey information to the train, usually for automatic train control (ATC). The current passing from one rail, through the wheels and returning to the other rail is detected by one or two receivers on the front of the train. Different signals may correspond to different commands to the on-board ATC equipment.

To operate correctly, the track feed must always be at the end of the track at which the train leaves. Otherwise the train will shunt its own track circuit signal and the receiver on the train will see no signal· current in the rails. This is not a problem where trains run in one direction only. On bi-directional lines, this means that the track feed and relay circuits must be capable of being switched from one end to the other or two sets of track circuit equipment must be provided for each bi-directional track.

Coded track circuits also create complications in train detection at the relay or receiver end. The simplest approach is to build in some form of delay longer than the code pulses to maintain the relay energised. The relay/receiver could be set up to recognise only the available set of codes, any invalid code causing the track circuit to show occupied. The third option is to compare the signals at the feed and relay ends.

Figure 9 Coded Track Circuits Operating Principle 

  1. D.C. TRACK CIRCUITS

In its simplest form the d.c. track circuit is as described in the earlier sections. Power was originally derived from one·or more primary cells which would be replaced· as necessary during routine maintenance. Where a lineside signalling power supply is available (normally a.c.) this will be used to operate the track circuit, either via a transformer & rectifier or by trickle charging a battery of secondary cells. In more recent years, solar power has become a viable power source in areas where the climate is suitable.

The choice of feed arrangements will depend upon the reliability of the main power supply.

If there are standby arrangements for the supply itself, a battery is not normally used.

In ac. electrified areas, d.c. track circuits may be used but with special ac.  immune feed sets and relays. Immunity to the a.c. traction currents must ensure that the feed circuit cannot be damaged by traction currents and  the relay will not pick or be damaged  by a.c. A combination of fusing, series chokes and a.c. immune relays will normally provide acceptable protection. Purpose built a.c. immune feed sets are available.

Obviously, d.c. track circuits cannot be employed where d.c. traction is in use as there is  no satisfactory means of preventing traction currents from passing through the relay.

  1. A.C. TRACK CIRCUITS

A.C track circuits, normally at mains frequency, can be used in areas where the presence of high levels of d.c. would prevent the use of d.c. track circuits. This is most commonly due to the use of d.c. traction, but may also be due to the presence of certain chemicals in the ground, causing a voltage to appear across the rails due to electrolytic effects. It is also possible to use a.c. track circuits in non-electrified areas.

In place of a d.c. feed, an a.c. source is used. A two element a.c. vane relay is usually used in places of the d.c. relay. AC. vane relays cannot be energised by a d.c. voltage. The vane relay is operated by two windings, both of which must be energised simultaneously. One winding is fed locally, the other through the rails. The two relay feeds are then approximately 90" out of phase. If either feed is absent, or the phase angle between  them  is wrong, the relay will not energise.

To isolate the track circuit equipment from the effects of very large traction currents, it is normal to connect the track circuit equipment to the rails via either a transformer or a series capacitor. If a capacitor is used in the feed end, this can be variable to perform the function of the feed resistor in a d.c. track circuit. Fuse protection is also desirable.

One point to be borne in mind when designing locations for a.c. track circuits is that the supplies for the two windings must come from the same source. Signalling power supplies are single phase. This is normally derived from a 3-phase supply and adjacent power feeders may not be fed off the same phase. As the relay is phase sensitive, failure to  observe this rule could lead to incorrect operation and/or adjustment of the track circuit.

If d.c. traction is used, voltages are usually low and currents are therefore extremely high. To provide an acceptable low resistance return current path to the substation, both rails may be needed for traction return. Two basic configurations of A.C. track circuit are required, Double Rail and Single Rail. This refers to the traction current, not the track circuit current. Phase must be alternated between adjacent tracks for the same reason as polarity is staggered with D.C. track circuits (i.e. failure of blockjoints, connecting two supplies in antiphase will produce an effective voltage which is insufficient to energise either of the relays).

7.1        Double  Rail Track circuits

With low voltage d.c. traction systems, currents of 3,000A or more are commonplace. If current is to pass along both rails, special arrangements are made at track circuit joints to pass d.c. but not a.c. The arrangements include the use of an "impedance bond", which presents a low impedance to d.c., but a high impedance to a.c. by virtue of its two coils being wound in opposite directions.

Often the impedance bond is "resonated". The impedance bond is provided with a secondary winding of a larger number of turns than the primary windings. This is connected in circuit with a capacitor, giving a band-stop filter effect at the track circuit frequency to further increase the a.c. impedance.

The impedance bond is effectively a centre tapped inductor. The d.c. traction currents in each half of the winding set up opposing fluxes in the magnetic core which cancel each other out. To the a.c. track circuit current, the impedance bond presents a rail to rail impedance which is high compared with the ballast resistance.

Failure of a blockjoint or the disconnection of a traction return bond between rails may unbalance the d.c. currents in the impedance  bond  sufficiently  to saturate  the magnetic  core of the impedance bond and cause the track circuit to fail.

In addition to the extremities of a track circuit, impedance bonds will also be found:-

  1. a) Where it is necessary to bond the traction return between adjacent tracks (to provide a lower resistance path). Depending on the power supply arrangements, this is usually necessary at approximately 0.9 km (BR third rail 750v) to 1.5 km (TfNSW 1500v overhead) intervals.
  2. b) Immediately adjacent to substations for connection to the traction supply.

7.2       Single Rail Track Circuits

If traction currents can be kept low enough it may not be necessary to use double rail track circuits throughout an electrified line. Through points and crossings the use of double rail track circuits may not always be possible or desirable. Single Rail  track  circuits will then be used. The length of single rail track circuits through pointwork should be kept as low as possible where D.C. traction is in use as the impedance of the traction return path will be increased.

Figure 10  A.C Double Rail Track Circuits (Typical TfNSW , Former SRA) 

Figure 11  BR(British)  Capacitor Fed 

Figure 12 Typical Single rail Track Circuits 

Figure 13 Double Rail Track circuits with Additional Impedance Bond 

7.3       Dual Electrified Lines 

In a few cases, more than one electrification system is in use on the same line (e.g. 750v d.c. third rail and  25kv  a.c. overhead)  or lines  on  different  systems  run  in  close  proximity. If mains frequency a.c. track circuits are used, they will not be immune to the a.c. traction current. Similarly, d.c track circuits  cannot  be  used  either.  It  is however  possible  to operate at a supply frequency different to the  traction  supply  (and  any  harmonics),  Immunity  will then be provided against both traction systems. For a 50Hz traction supply, frequencies  of 83.3Hz and 125 Hz have been used.

A separate signalling supply at the required frequency can be provided  and  distributed  along  the lineside. Alternatively, the supply for  each  track  feed  can  be produced  at  each  location by an inverter. Filters must be incorporated in both feed and relay ends of the track circuit. Impedance bonds on double rail track circuits must  be  resonated  at  the  track  circuit  frequency (not 50Hz). This will require a different (usually lower) value for the resonating c3pacitor. The impedance bond will then appear as a much lower impedance at 50Hz.

This arrangement is particularly useful where the traction system is to be converted from

d.c. to a.c. where much of the existing track circuit equipment can be retained and track circuit conversion can be undertaken in advance of the traction changeover.

The use of such track circuits is now falling in popularity  as  a  number  of  dual  trnction immune audio frequency track circuits are available.

7.4       A.C/D.C. Track Circuits

The simple d.c. track circuit has an inherent slow-to-release characteristic, because  the track relay has a high inductance, and a low resistance. The d.c. track relay is however much simpler and cheaper to manufacture than the a.c. vane relay. The high inductance delays the release of the relay. This is an unwanted characteristic for a track  circuit, because it delays detection of fast moving vehicles and could leave a short train or vehicle undetected as it passes from one track circuit to the next. This obviously has serious implications on the safe operation of route locking.

If a relay with higher resistance, and lower inductance is used, the relay releases quicker. However, a relay with higher resistance requires a higher operating voltage.

An equivalent effect can be obtained by feeding a d.c. track relay through a step up transformer rectifier arrangement. One example of this is the B.R. "Quick Release" track circuit. The voltage on the rails is ac. The resistance in series with the track relay increases the value of resistance in the shunted circuit, and reduces  the release time.  The fact that the relay end has a high resistance also makes it possible to locate the relay some distance from the end of the track circuit (useful in restricted access situations such as tunnels).

This type of track circuit is not traction immune. It is also not frequency selective, and will operate at frequencies other than 50Hz, which causes problems when used adjacent to audio-frequency jointless track circuits.

  1. JOINTLESS TRACK CIRCUITS

Insulated block joints are an additional cost in modem welded rail. Although the strength and reliability of insulated joints has generally reached a high level, most permanent way engineers prefer to avoid insulated joints wherever possible. Jointless track circuits have been developed to operate without insulated block joints. Various arrangements of electrical components are used to terminate the track circuits, and define their limits, electrically.

All jointless track circuits employ an a.c. signal. A transmitter at a specified frequency is connected to one end of the track circuit. At the opposite end, a receiver is connected  which will only respond to the signal produced by  its own  transmitter.  The receiver  will  normally be used to operate a relay which interfaces with the signalling system in the normal manner.

The insulated joint normally takes the form of a filter which will prevent signals of the track circuit's operating frequency from penetrating more than a short distance beyond  the  transmitter or receiver and ensure that the track circuit is not  operated  by  signals  from adjacent track circuits.

Adjacent track circuits must therefore operate at different frequencies. The frequencies used must also be immune from mains interference from the signalling power supply and, where necessary, the traction power supply.

Early jointless track circuits were generally not traction immune. Several types of jointless track circuit are now available, many of which are immune to both a.c. and d.c. traction.

The GEC "Reed" track circuit was also developed to be used as both jointless and conventionally jointed track circuits, immune to both a.c. and d.c. traction. However, problems were encountered with the operation of the track circuit in its jointless form in certain situations and it is at present only used on BR as a conventional jointed track, often in areas with both ac. and d.c. traction together. It will however be described  in this  section.

Due to the absence of insulated joints, the limits of jointless track circuits cannot  be  as precisely defined as for conventional track circuits. This generally presents  no problem  on plain line but, as the extremities of track circuits through pointwork need to  be  precisely defined to ensure safe clearances, block joints must be used. Track circuits  which  define precise clearances will thereftill need insulated joints  although  the  same  jointless  track circuits transmitters and receivers may often be used. Joints are also  required  at  the  extremities of jointless sections where they adjoin conventional track circuits.

To permit the filters to operate correctly, each type of track  circuit  will  often  have  a minimum length. This may be of the order of 50 metres. Shorter  track circuits  may  therefore be unsuitable for use with jointless track circuit equipment.

To permit adequate flexibility in the positioning of track circuits to meet all requirements, at least four distinct frequencies must be used, two on each line of a double line railway. This prevents interference between track circuits on adjacent lines. An early type of jointless track circuit, the Aster 1 watt, employed six frequencies, three for each line. On railways with more than two parallel lines, each set of frequencies could be used on alternate lines. Aster track circuits were not traction immune.

A further development was the Aster U type. This employed only four track frequencies (two on each line) and was also not traction immune. To permit alterations (addition or removal of a track circuit) with only two frequencies per line, the track circuit may be centre fed if required. It is still a simple example of a jointless track circuit to study and  will be described first.

8.1       Aster Track Circuits

The connection of the transmitter and the receiver to the rails is  by secondary  coils of  the  track transformer. This defines the approximate position of the boundary between  the  two track circuits.

The tuning units operate in conjunction with the inductance of the rails to form filters. In the diagram below, L1-4 are the inductances of the rails between the tuning units and the track transformer.

At frequency F1, C2 and L6 are series  resonant  and  are therefore  an  effective  short  circuit to F1. The remaining components present  a parallel  resonant  circuit  of  high  impedance  to the F1 signal. F1 will thus reduce in amplitude progressing from  Tuning  Unit 1 to Tuning Unit 2.

A similar situation arises for F2 with L5 and C1 acting as a series resonant short circuit.

Four frequencies are used. 1.7KHz and 2.3KHz would alternate on one line and 2.0KHz and 2.6KHz would alternate on the other line. Track circuit length may be from 50m to 1000m long. By using a centre feeding Transmitter the track circuit may be extended up to 2000m either as two individual track circuits or a single long track circuit (the TPR circuit would of course include both receivers in this case).

Figure 14 Aster U Type Track Circuit -Tuned Area Between Adjoining Tracks 

8.2       ABB /ML Style TI-21  Track  Circuits

The TI21 track circuit is similar in operation to the Aster track circuit already described, but has been designed to provide traction immunity.

This track circuit requires a tuned length of 20m with the tuning unit F1. acting as a short circuit to F2 and Tuning Unit F2 short circuiting F1.

Transmitter and Receiver connections are made via the respective tuning units. The security of the system is enhanced and traction  immunity  provided  by operating  each track circuit at two frequencies 34 Hz apart and modulating between them at a rate of 4.8 Hz. The receiver must detect both frequencies and the correct rate of modulation to energise the follower relay. It is considered that any signal produced by the electric traction supply  and its harmonics would be unable to simulate the track circuit signal for long enough  to energise the relay.

For traction return purposes, parallel tracks are normally bonded together at regular  intervals. It is therefore not possible to re-use the same frequencies on third and fourth parallel tracks. Eight frequencies are available, four of  which  are preferred  and thus used on two track lines. The remaining four are used on third and fourth lines when required.

A minimum length of 200m is required (300m if centre fed) and a maximum of 1100m is permitted (1000m per end if centre fed). Length can be reduced to 50m in a special low power mode of operation but the adjoining track circuits either side must then be connected with the transmitter nearest to the low power track to prevent the signal feeding through and falsely energising the receiver of the next track of the same frequency.

On d.c. electrified lines, double rail traction return is usually required and impedance bonds will be required at feeder points and wherever adjacent tracks are bonded together. They  will not be required at the extremities of  the  tracks. Special  resonating  units are provided to resonate the bonds to the track circuit frequencies.

Figure 15 TI21 Transmitter & Receiver Connections

8.3       GEC Type RT Reed  Track Circuits

The GEC Type RT Jointless Track Circuit operates by detecting the current in the track circuit loop, as opposed to the voltage at the end of the track circuit like the jointless track circuits already described. It is always centre fed in the jointless mode, although the last track before block joints may be end fed. The Type RT Track circuit  may also be used  as a jointed track circuit, in which case it may be centre or end fed.

Each track circuit operates at a frequency defined by a mechanical reed filter in the transmitter. The filter is very stable in frequency and has a bandwidth of less than 1 Hz. This allows track frequencies to be only 3 Hz apart, using 366, 369, 372, 375, 378, 381 and 408 Hz. On each line a four frequency cycle should be maintained.

The transmitter is connected directly to the rails. The receiver only responds to its own frequency due also to a reed filter at its input. When used in its jointless configuration, each track circuit is centre fed. The receiver is energised by a_n aerial positioned between the rails. The aerial comprises 36 cores of a 37 core cable wired to give a 36 turn inductive loop. The 37th core is connected to a series resonant shunt which terminates the track circuit. At any frequency other than the track circuit frequency, insufficient current will flow in this loop to energise the receiver. As the limits of the track circuit may not extend as far as the rail connection to the loop, the ends of adjacent tracks must overlap as shown.

The inefficiency of the shunt has led to problems in practice on B.R. where  track  circuit lengths are often short and/or more than two parallel tracks occur on  electrified  lines. The result is that signals from nearby track circuits of the  same  frequency  feed  through sufficiently  to be detected  by other receivers. This type of  track circuit  is only  used on B.R.  in its conventional jointed form, where it provides dual (a.c. & d.c.) traction  immunity. Receiver connection is then directly to the rails. Tracks may be either centre or end fed.

Figure 16  GEC Reed Track Circuit Arrangement for Jointless Operation

8.4       Siemens FS2500 Track Circuit

This is another recent addition to the range of jointless track circuits available. The location equipment can be mounted on a standard BR930 relay rack. The track circuit is traction immune and its circuitry includes the use of microprocessors to process the track circuit signal digitally. It employs a similar signal to the 1121 track circuit, a modulated ac. signal where the level of modulation and the modulation frequency must be correct to indicate a clear track circuit.

An interface has been designed to connect direct to a Solid State Interlocking (SSI) trackside module without the use of a track relay. The receiver has a built in "slow to operate" feature.

It employs four sets of frequencies, two on each line. It may be centre or end fed. In addition, the receiver may be positioned remote from the end of the track circuit, useful in tunnel situations. Different termination arrangements are used in each situation.

For a series of end fed track circuits, each transmitter and receiver is connected to the rails via a tuning unit. The tuning unit performs three functions:-

  1. a) A high impedance to its own frequency
  2. b) A low impedance to the frequency of the adjacent track circuit. This prevents transmission of the signal through to the next track circuit of the same frequency and shunting of the track by a train outside its nominal limits.
  3. c) A transformer for transmission of the signal from transmitter to rails and from rails to receiver.

Adjustment of the signal level can be performed at both transmitter and receiver. It is usual for the transmitter to be set up on installation according to the length of the track circuit. Finer adjustment according to individual track characteristics is at the receiver.

At the end of a jointless section, an end tuning unit, which is slightly different to the normal tuning units for track circuit separation, is connected across the rails. The same tuning unit is used at any centre feed to provide a high impedance connection between transmitter and rails. It can also be used in conjunction with an impedance bond where connection between tracks, to traction feeders or to conventional jointed track circuits.

Air cored inductors (often referred to as SI units) are used where it is necessary to make earth connections to the track without direct connection to the rails. These are installed in the centre of the tuned area between tuning units.

Intermediate receivers can be installed within a track circuit to indicate the occupation of part of a track circuit, for example approaching level crossings.

Maximum track circuit length is 1.3km end fed (although TfNSW adopts a maximum of 900m). Minimum track circuit length is 50 metres.

8.4.1        Siemens FS3000 Track Circuit

FS3000 is the latest addition to the family .This Audio frequency track circuit has tranceiver unit and different types of tuning units for various configurations .This type dosent have impedenace bond for the application .Singapore Thomson East Cost Line use this type 

8.5       CSEE UM71 (Hitachi) Track Circuit

The operation and configuration is similar to other types of traction inunune jointless track circuits. It is not intended to repeat the details contained in earlier sections. Only the differences will be identified.

Instead of the tuning unit, separate tuning and  matching  units are  provided  at the trackside for connection and track circuit separation.

Resonating units for each  frequency  are  available  for  use  with  impedance  bonds. Maximum length is 600m and minimum length is 50m. Length may be extended up to 2km

by the use of compensating capacitors connected at intervals between the rails.

Two types of equipment are in use, the "T1" for most normal applications and the "T2" for extended connections in tunnel situations.

  1. IMPULSING TRACK CIRCUITS

Rusty rails, as may occur on lightly used lines, will tend to cause wrong side failures whereby vehicles will remain undetected. To overcome this problem two basic methods are used. One is to weld a stainless steel strip onto the surface  of such  rails in critical areas; the strip will not go rusty. The other is to use impulsing track circuits.

The principle of an impulse track circuit is to  use  high  voltage  "spikes"  to  be fed  to the rails. If a train or single vehicle occupies the track the voltage of these spikes is enough  to break down the resistance caused by the rust on the rails. The voltage spikes applied to the  track have insufficient energy  to electrocute  personnel  on the line, although  their voltage is  of the region of 150V. Frequency is of the order of 3 spikes per second.

Although a higher ac. voltage on the rails would produce a similar effect, the power c:onsumption would be excessive. An impulse type track circuit generally consumes no more power than a conventional track circuit.

Two types, the Jeumont and the Lucas track  circuit,  are  in  use on  B.R.  although  they  are not very common. TfNSW uses the Jeumont track circuit extensively.

On the Jeumont track circuit, / a typical voltage waveform on the rails is shown on the following page. The receiver detects the correct  polarity  of  the pulse (important  in the event of a failed insulated joint) and the correct ratio of voltage and duration  between  the positive and negative parts of the waveform. It must also provide an output to the track relay in the interval between pulses.

The arrangement of connections to the track is also shown.

Figure 17  Jeumont Track Circuit -Typical Rail Voltage Waveform 

Figure 18  Jeumont Track Circuit -Typical Rail Voltage Waveform 

It is not intended to describe the construction and operation of Jeumont tracks in detail. They are generally considered to be traction immune due to the low frequency of operation (3Hz). Due to the high voltage on the rails, they can be used for long track circuits, up to 1500 metres on electrified lines and 3km on non-electrified lines.

Double rail track circuits on d.c. electrified lines will be connected at each end via an impedance bond.

The relay is peculiar to the Jeumont track circuit and is designed to operate with the receiver.

  1. RAIL CIRCUITS AND OVERLAY TRACK CIRCUITS

Unlike a track circuit, which detects the absence of a  train,  a  rail  circuit  detects  the presence of a train. It may be used at automatic level crossings, for approach control of  signals, or in place of treadles on high speed lines.

It has also been used in situations such as bump marshalling yards to control the operation of points, due to its higher speed of operation when compared with the track circuit. To detect the absence of trains, a rail circuit is not fail safe.

The simplest form of rail circuit consists of a standard track relay connected in series with its feed across the rails. A train or vehicle on the track will then complete the circuit, energising the relay.

An alternative to the rail circuit is the overlay track circuit. It uses a much higher

:frequency signal than conventional track circuits. The inherent impedance of the rail limits its extent of operation, so insulated joints are not required and it may be overlaid on most conventional track circuits.

  1. SHUNT ASSISTERS

As mentioned earlier, increasing problems are being experienced with track circuits due to the introduction of lightweight vehicles with improved riding characteristics. Obviously, unreliability of track circuits puts the integrity of the whole signalling system at risk. Large scale replacement of existing track circuits with those that will operate satisfactorily with the new vehicles may not be practical or economic.

If it can be shown that the problem is confined to certain types of train, it may be possible to deal with it by modifying the vehicles instead of the track circuits. On B.R. certain classes of one and two car diesel multiple unit vehicles are being fitted with shunt assisters. These operate by applying a high voltage (compared to most track circuits) signal to the rails. This is outside the frequency range of normal track circuit operation (50khz) and does not affect the operation of relays and/or receivers. It does however break down the resistance between rail and wheel and allow the track circuits to operate more reliably.

Such a solution is not without problems. The on-board equipment must be  monitored  for correct operation and its failure could prevent further operation of the  vehicle  until  the problem has been rectified. It is not therefore a substitute for ensuring reliable track circuit operation for normal traffic.

  1. ALTERNATIVES TO TRACK CIRCUITS

In locations where track circuits cannot be installed or where a long track circuit is required, axle counters may be a possible solution. A set of axle counter equipment is generally more expensive than a single track circuit. If one set of axle counters can substitute for several track circuits, the overall cost may be cheaper.

If required, axle counter sections can be designed to overlap, reducing the overall quantity of equipment. The track equipment may also be located remotely from the electronic logic equipment.

Axle counters will be covered in more detail in a later section.

Although not yet used in any working system, the use of Automatic Vehicle Identification transponders on vehicles has the potential for use as a train detection system. An esential requirement is, of course that all vehicles are fitted with transponders and that they can be proved to be functional.

 

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CH1 | THE PURPOSE OF SIGNALLING

SIGNALLING BOOK | CHAPTER 1 CONTENTS 1.Introduction 2.The Problems to be Solved 3.Basic Requirements 4.Lineside Signals 5.The Absolute Block System 6.Interlocking of Points and Signals 7.Single Lines 8.Further Developments 1. INTRODUCTION In general, the railway traveller assumes  that  his  journey  will  be safe. This  high  standard of safety which is taken for granted is the result  of  a  long  history  of  development.  As human errors and deficiencies in safety systems become evident, often as a result  of  an accident, improvements are made which are then incorporated into new generations of equipment. This is certainly true of railway signalling. It also appears to  be  a continuing  process.  We have not yet reached the situation where absolute safety can be assured. It is useful to start by looking back at some of the early history of signalling development. In the early days of railways, trains were few and speeds were low. The risk of a serious collision between two trains was minimal. Better track and more  powerful  locomotives allowed trains to run faster (requiring greater stopping distances). Railway traffic increased, requiring more and larger trains. The risks thus became greater and some form of  control over train  movements  became  necessary.  The need  for railway signalling had been identified. 2. THE PROBLEMS TO BE SOLVED 2.1 Collision with a Preceding Train When one train follows another on to the same section  of  line,  there  is a  risk  that,  if  the first train travels more slowly or stops, the second train will run into the rear of the first. Initially, trains were separated using  a system of  "time  interval"  working,  only  permitting a train to leave a station when a prescribed time had elapsed after the departure of  the previous train. Although this reduced the risk  of  collisions, a minimum safe distance between trains could not be guaranteed. However, in the absence  of  any proper communication between stations, it was the best that could be achieved at that time. 2.2 Conflicting Movements at Junctions Where railway lines cross or converge, there is the risk of two trains arriving simultaneously and both attempting to enter the same portion of track. Some  method  of  regulating  the passage of trains over junctions was therefore needed. This should ensure that one train is stopped, if necessary, to give precedence to the other. 2.3 Ensuring that the Correct Route is Set Where facing points are provided to allow a train to take alternative routes, the points must be held in the required position before the train is allowed to proceed and must not be moved until the train has completely passed over the points. Depending on the method of point operation, it may also be necessary to set trailing (i.e. converging) points to avoid damage to them. 2.4 Control of Single Lines Where traffic in both directions  must  use  the same single  line,  trains  must  not  be allowed to enter the single line from both ends at the same time. Although this could in theory be controlled by working to a strict timetable,  problems  could  still  arise if  trains were delayed or cancelled. 3. BASIC REQUIREMENTS We therefore have the basic requirements of any railway signalling system. The method of implementation has changed over the years but the purpose remains the same:- To provide a means of communicating instructions to the driver (signals) to enable him to control his train safely according to the track and traffic conditions ahead. To maintain a safe distance between following trains on the same line so that a train cannot collide with a preceding train which has stopped or is running more slowly. To provide interlocking between points and the signals allowing trains to move over them so that conflicting movements are prevented and points are held in the required position until the train has passed over them. To prevent opposing train movements on single lines. All the above requirements place restrictions on train movements, but it is vital that the signalling system will allow trains to run at the  frequency  demanded  by  the  timetable  to meet commercial requirements. This must be done without reduction of safety below an acceptable level. Signalling involves not only the provision of  equipment  but the adoption  of  a consistent  set of operating rules and communication procedures which can be understood and implemented by all staff responsible for railway operation. 4. LINESIDE SIGNALS It will probably be evident that the decisions regarding the movement of two or more trains over any portion of the railway can only be made by a person on the ground who has sufficient knowledge of the current traffic situation. His decision must be passed on to the driver of each train passing through his area of control. In the early days railways employed policemen whose duties would include the display of hand signals to approaching trains. As the policemen also had many other duties, it soon became impractical for them to be correctly positioned at all times. Fixed signals of various designs, often boards of different shapes and colours, were provided. The policeman could then set these and attend to his other duties. The simplest signals would only tell a driver whether or not he could proceed. From this evolved a standard layout of signals at most small stations; a "home" signal  on the approach side controlling entry to the station and a "starting" signal  protecting  the section of line to the next station. Between these signals, each train would be under the direct control of the policeman. These signals could give only two indications,  STOP  or  PROCEED. They therefore became collectively known as "stop" signals. As line speeds increased, "distant" signals were introduced which gave advance warning of the state of stop signals ahead. A distant signal could be associated with one or more stop signals and would be positioned to give an adequate braking distance to the first stop signal. It could give a CAUTION indication to indicate the need to stop further ahead or a CLEAR indication, assuring the driver that the stop signal(s) ahead were showing a proceed indication. With the addition of distant signals, trains were no longer restricted to a speed at which they could stop within signal sighting distance. It is important to understand the difference between stop and distant signals. A train must never pass a stop signal at danger. A distant signal at caution can be passed but the driver must control his train ready to stop, if necessary, at a stop signal ahead. The earliest signals were "semaphore" signals (i.e. moveable boards). To enable operation at night, these often had oil lamps added. With the advent of reliable electric lamps, the semaphore signal became unnecessary and a light signal could be used by day and night. Red is universally used as the colour for danger while green is the normal colour for proceed or clear. Initially, red was also used for the caution indication of distant signals but many railway administrations changed this to yellow so that there was no doubt that a red light always meant stop. If necessary, stop and distant signals can be positioned at the same point along the track. Alternatively, certain types of signal can display three or more indications to act as both stop and distant signals. 5. THE ABSOLUTE BLOCK SYSTEM Although time-interval working may seem crude, it is important to remember that nothing better was possible until some means of communication was invented. The development of the electric telegraph made the Block System possible. On many railways, time-interval working on double track lines is still the last resort if all communication between signal boxes is lost. 5.1  Block Sections In the Block Signalling system, the line is divided into sections, called "Block Sections". The Block Section commences at the starting signal (the last stop signal) of one signal box, and ends at the outermost home signal (the first stop signal) of the next box. With Absolute Block working, only one train is allowed in the Block Section at a time. The signalman may control movements within "Station Limits" without reference to adjacent signal boxes. The accompanying diagram shows a block section between two signal boxes on a double track railway. To understand the method of working, we will look at the progress of a train on the up line. Signalbox A controls entry to the block section but it is only signalman B who  can see a train leaving the section, whether it is complete (usually checked by observation of the tail lamp) and who thus knows whether or not the section is clear. Signalbox B must therefore control the working of the UP line block section. Similarly, signalbox A controls the DOWN line block section. 5.2 Block Bell The signalmen at each end of a block section must be able to communicate with each other. Although a telephone circuit is a practical means of doing this, a bell is normally used to transmit coded messages. It consists of a push switch ("tapper") at one box, operating a single-stroke bell at the adjacent box (normally over the same pair of wires). The use of a bell enforces the use of a standard set of codes for the various messages required to signal a train through the section and imposes a much greater discipline than a telephone, although a telephone may be provided as well, often using  the same circuit as the block bell. 5.3 Block Indicator This provides the signalman at the entrance to the  section with a continuous visual indication of the state of the section, to reinforce the bell codes. It is operated by the signalman at the exit of the block section. Early block instruments were "two position" displaying only two indications;  line clear and line blocked. Later instruments display at least 3 indications. The most usual are:- Line clear Giving permission to the rear signalman to admit a train to the section. Normal or Line Blocked Refusing permission. The signalman at the entrance to the section must maintain his starting signal at danger. Train on Line There is a Train in the block section. 5.4 Method of Working When signalbox A has an UP train approaching to send to box B,  the signalman at A will offer it forward to box B, using the appropriate bell code (so that signalman B knows what type of train it is). If the signalman B is unable to accept the train for any reason, he will ignore A's bell, and leave the UP line block indicator at "Normal". If he is able to accept the train, signalman B will repeat the bell code back to box A, and change the indication to "Line Clear". When signalman A sees  his  block  repeater go to "Line Clear", then he can clear his starting signals to admit the train to the section. When the train actually enters the section, signalman A sends the "Train Entering Section" bell code to box B. Signalman B will acknowledge this by repeating the bell code back to A, and turning the block indicator to "Train on Line". When the train leaves the block section at B, the signalman  there checks  that it is complete by watching for its tail lamp. He then turns his block indicator to "Normal" again.  He also sends the "Train out of Section" bell code to A, which A acknowledges by repeating it back. The system is now back to normal, ready for the next train. On multiple track railways, a pair of block instruments as above is required for each line. 5.5 Extra Safeguards The basic three-position block system, as described, relies on the correct sequence of operations for safety. A signalman could forget that he has a train in section and turn the indicator to "line clear", allowing a second train in. A detailed record (the train register) is kept of the actual times of train arrival and departure, and the times at which the bell signals are exchanged. In most places, additional safeguards have been added to the basic system. An  electric lock on the starting signal will prevent it being operated unless the block indicator is at line clear. Track circuit occupation may be used to set the block  instruments to ''Train on Line" if the signalman forgets to do so. Electric locking may also be used to ensure that signals are operated for one train movement only and replaced to danger before another movement is permitted to approach. Although it is unusual for absolute block working to be installed on any new signalling installation today, there are many railways on which it is in widespread use. The  block system, by ensuring that only one train may occupy a section of line at any time, maintains a safe distance between following trains. 6. INTERLOCKING OF POINTS AND SIGNALS On all early railways, points were moved by hand levers alongside the points. They could therefore be moved independently of the signals controlling the movement of trains. A great improvement in safety (as well as efficiency) was possible by connecting the point switches via rodding to a single central control point (the signal box). Similarly the signals could also be operated by wire from levers in the signal box. With the control of points and signals all in one place the levers  could be directly interlocked with each other. This had the following benefits:- Signals controlling conflicting routes could not be operated at the same time. A signal could only be operated if all  the points were in the correct position. The points could not be moved while a signal reading over them was cleared. In early signalling installations, all point and signal operation, together with any interlocking, was mechanical. Although it was a great technological advancement to be able to control a station from one place, the effort required to operate the levers restricted control of points to within about 300 metres from the signal box and signals up to about 1500 metres. At large stations, more than one signal box would often be necessary. The possibility still existed for a signalman to set the points, clear the signal, the train to proceed and then for the signalman to replace the signal to normal. This could free the locking on the points before the train had completely passed over them. Signalmen's instructions usually required the complete train to pass over the points before the signal was replaced to danger. 7. SINGLE LINES On most single line railways trains are infrequent. It is not normally necessary for two trains to follow each other closely in the same direction. Single lines were therefore treated in the same way as a normal block section with the important extra condition that trains could not be signalled in both directions at the same time. To enforce this condition and also to reassure the driver that he could safely enter the single line, some form of physical token was used as authority to travel over the single line. On the simplest of systems only one token existed. This caused problems whenever the pattern of service differed from alternate trains in each direction. If the timetable required two trains to travel over the single line in the same direction, the driver of the first train would be shown the token (or train staff  as  it is commonly  known) to assure the driver that no other train was on the single line. His authority to enter the single line would however be a written ticket . The following train would convey the train staff. Although workable, this system would cause problems if trains did not work strictly to the timetable. A further improvement was to provide several tokens, but to hold them locked in instruments at either end of the single line. The instruments would be electrically interlocked with each other to prevent more than one token being withdrawn at a time. The one token could however be withdrawn from either instrument. If the single line block equipment fails, many railways employ a member of the operating personnel as a human token. The "pilotman", as he is usually known, will either travel with the train or instruct the driver to pass through the section. No other person may allow a train on to the single line. Operationally, this is the equivalent of the train staff and ticket system described earlier. 8. FURTHER DEVELOPMENTS The main functions of the signalling system had now been defined, although they were to be continuously improved as the available technology developed. All  signalling  systems would be required to maintain a safe distance between trains, interlock points and signals and thus prevent conflicting movements, and provide the necessary information so that the speed of all trains can be safely controlled. In recent years, the signal engineer has been asked to provide further facilities within the general scope of the signalling system. These include, train information to the operating staff, train information for passengers, detection of defective vehicles, identification of vehicles and the increasing automation of tasks previously carried out by humans. The technology exists to completely operate a railway without human intervention although the level of automation desirable for a particular railway is for that railway administration to decide. Factors such as cost, maintainability, reliability, staffing policy, passenger security and sometimes political considerations must be taken into account. In many cases the final decision on the type of signalling to be provided is outside the direct control of the signal engineer. However, he should always endeavour to provide the best possible information and propose cost-effective solutions to particular problems so that the best decisions can be made.

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Deepu Dharmarajan - Posted 4 years ago

CH2 | BASIC SIGNALLING PRINCIPLES | PART 1

SIGNALLING BOOK | CHAPTER 2 | PART 1 CONTENTS 1. Introduction - In Part 1 2. Signal Aspects - In Part 1 3. Signalling Principles - In Part 2 4. Drawing Standards - In Part 2 5. Interlocking Principles - In Part 2 6. Train Detection & Track Circuit Block - In Part 2 7. Colour Light Signals - In Part 2 8. Control Panels & Other Methods of Operation - In Part 2 9. Colour Light Signalling Controls - In Part 2   1. INTRODUCTION Whatever type of signalling system is provided on a railway, its basic functions will remain the same. Safety must be ensured by preventing trains colliding with each other and locking points over which the train is to pass. The means of achieving these functions may vary from one railway administration to another but a set of rules must be laid down to define:- The positioning of signals The types of signals The aspects to be displayed by the signals and the instructions to be conveyed  by those aspects The controls to be applied to the signals The method of controlling points The method of interlocking points with signals The standardisation of human interfaces Many countries have sytems of signalling based on British railway signalling practice. The basic British system is very simple having only a small number of different signal aspects displayed to the driver. The driver is responsible for knowing the route over which he is to pass. The signal engineer must, in turn, provide sufficient information for the driver to safely control the speed of his train and, where necessary, to inform him which route he is to take. Other signalling systems have developed along a different path. The driver is given specific instructions to travel up to or reduce to an indicated speed. Route indications are optional. This will generally require a more complex set of signal aspects. This section will deal mainly with the principles and practices of the State Rail Authority of New South Wales, with reference to other systems where appropriate. 2. SIGNAL ASPECTS There are three principal types of signal, each serving a different purpose:- Main or Running signals control the normal movement of passenger and freight trains on running lines. The great majority of movements will be controlled by main signals. Subsidiary signals, mounted on the same post or structure as running signals, control movements other than for normal running, such as the shunting or coupling of trains. Independent shunting signals, generally similar to the subsidiary signals above, are provided for shunting movements at positions where there is no need for a running signal. We will examine the aspects displayed by each type of signal and the instructions and/or information conveyed by them. 2.1 Main or Running Signals As all early signals were semaphore signals, displaying a light for night time use, the aspects of colour light signals are usually based on the indications of the semaphore signals which they replaced. As most new signalling installations are likely to employ colour light signals, this section will concentrate on colour light signalling only. SRA (Currentlly TfNSW) employs two methods of signalling on main lines; single light and double light. As the name suggests, double light signals will always display at least two lights to the driver. Double light signalling is generally used in the Sydney metropolitan area. Single light signals normally use only one light to convey instructions to the driver, although a second marker light may be illuminated to aid the driver in locating the signal. Single light signalling is mostly used on lines outside the Sydney metropolitan area. Although there are similarities between the two systems, we will deal with each separately. We will then make a comparison with the corresponding aspects displayed by the British system to enable readers to read signalling plans drawn in British style. 2.1.1 Double Light Signalling This is intended for use in areas where signals are closely spaced. Each stop signal is therefore required to carry a distant signal for the signal ahead. To give the driver a consistent indications, each signal carries two separate signal heads. The upper signal head can be considered as the stop signal. It will always be capable of displaying, at least, stop and proceed aspects. The lower signal head can be considered as the distant for the next signal ahead. An additional green light may be provided below the distant. This is used for a "low speed" indication . FIGURE 1 shows the normal running aspects for double light signalling. Four aspects are used for normal running :- STOP is denoted by two red lights, one above the other. Note that the lower signal head will always display a red if  the upper signal is at red, even if the signal ahead is showing a proceed aspect. This is important to avoid misleading or confusing the driver. CAUTION is denoted by green over red. In other words, this signal is at "proceed" (top signal head) but the next signal is at "stop" (bottom signal head acts as distant). The caution indication tells the driver to be prepared to stop at the next signal. MEDIUM is a preliminary warning of the need to stop. It is denoted by green over yellow. Signals in urban areas may be closely spaced.  The one  signal  section between the caution and the stop may provide insufficient braking distance for a train travelling at full line speed. The medium indication tells the driver that the next  signal is at caution. This implies that he may have to  stop  at  the  second  signal ahead. CLEAR allows the train to proceed at maximum speed. A clear indication is two green lights. This will tell the driver that there is no need to reduce speed (other than for fixed speed restrictions) before the next signal. All the above indications require the driver to know where the next signal is, to safely control the speed of his train and be able to stop where required. An additional indication is provided on some signal, A  LOW  SPEED  indication, consisting of a small green light below a normal stop aspect tells the driver to proceed at no more than 27km/h towards the next signal. This is generally more  restrictive than the  caution. The low speed aspect is used when the track is only clear for a very short distance beyond the next signal. Fig 1: DOUBLE LIGHT SIGNALLING - ASPECTS FOR NORMAL RUNNING *Where a low speed indication is provided. Fig 2: DOUBLE LIGHT SIGNALLING - TURNOUT ASPECTS NOTE: A full clear indication is not given for turnouts. Note the difference in the indications given by Multi-light signals at a turnout. The yellow over red indicates "Proceed" at Medium speed through Turnout, next signal at "Stop". The Yellow over Yellow indicates "Proceed at Medium speed through Turnout" the lower Yellow is cautioning the driver to continue at Medium Speed towards the next signal which is indicating either "CAUTION" or "CLEAR" *Where a low speed indication is provided. **In the Sydney and Strathfield resignaled areas this indication represents a 'low speed' with  the train stop at stop. In this case the signal in the rear will show a caution indication. Figure 2 shows the indications for double light turnout movements. If there is more than one route from a main signal, the driver  must be told whether he is to take the main line or through route or whether he is to take a lower speed diverging turnout. This information is necessary to prevent the driver running through a turnout at too high a speed. The upper signal head is used to display a distinct proceed aspect for a turnout. Instead of the green normally displayed, a yellow light will tell the driver that he is to take the turnout. The proceed aspects for turnouts are:- CAUTION TURNOUT (yellow over red, also described in some operating documents as medium caution) tells the driver to expect the next signal to be at red. MEDIUM TURNOUT (yellow over yellow) tells the driver that the  next  signal ahead is displaying a proceed aspect. This is the least restrictive aspect for a turnout. There is no equivalent of a clear aspect for trains signalled over a turnout. To give a clearer indication to the driver where several routes are possible from one signal, the main signal aspect may be used instead, in  conjunction with a theatre route indicator. The route indicator contains a matrix of small  lunar  white lights which  can  be illuminated to display a Jetter or number. Each character will be associated with a distinct route. The route indicator is not illuminated when the signal is at stop.  When  the  signal  is required. to clear, the route indicator will illuminate for the appropriate route. LOW SPEED aspects may be used. If  a  low  speed  aspect is provided for a turnout route, this is no different in appearance to a  low speed for the main line route. This is not a problem as this aspect conveys a specific speed instruction. As the speed is  likely to be lower than that of most turnouts, route information is not essential 2.1.2 Single Light Signalling On lines where single light signalling is installed, the spacing of signals may vary widely. Therefore some signals may be combined stop and distant signals (as for double  light) but there may also be signals which are stop signals only or distant signals only. The instruction to the driver is therefore generally conveyed by a single light. A second marker light is provided below the main light to aid the driver in locating the signal. The meaning of the signal aspects is equivalent to the double light aspects but the appearance to the driver is different. FIGURE 3 shows the normal running aspects  for single  light signalling. The appearance of each aspect is as follows:- STOP consists of a red light. The marker light also displays a red, except on some older signals where it is lunar white. CAUTION consists of a single steady yellow light. The marker light is extinguished, except on some older signals where it is lunar white. If the main light should fail the marker light  will  display a red on stop signals or yellow on distant signals. MEDIUM, where this aspect is necessary, will be a flashing or pulsating yellow light. The marker light will operate as for the caution aspect. CLEAR is a green light. The marker light will operate as for the caution aspect. LOW SPEED aspects may be used in single light signalling where required. An additional small green light is provided below the marker light. The complete low speed aspect will be a main red light over a red marker light with the additional green light illuminated . Fig 3: SINGLE LIGHT SIGNALLING - ASPECTS FOR NORMAL RUNNING   Fig 4: SINGLE LIGHT SIGNALLING - TURNOUT ASPECTS The indication displayed by a Home signal for a turnout movement through facing points into a Loop Refuge siding or important siding consists of a band of three yellow lights in a subsidiary light unit (inclined towards the direction  of the movement). The Red light is  displayed in the Main line signal , as shown. The marker light for the main line signal, contained in the subsiduary light unit will be extinguished when the main line or turnout signal indication is displayed. 4.1 ROUTE INDICATIONS MAIN LINE At locations where more than one turnout is provided one signal indication is some times given and in such cases a route indicator working in conjunction with th e signal is provided, this enables drivers to ascertain the route for which th e signal has been cleared. The route indicator will not show any indication when the signal is at stop, but when the points have been set for the turnout movement a yellow light will appear in the signal in conjunction with the route indication showing a letter to denote the line to which the train will travel, e.g. Figure 4 shows the indications for single light turnout movements. For junction signals, two distinct methods are used according to the situation. For a simple turnout into a loop or siding, a separate turnout signal is provided below the main aspect, incorporating the marker light. For a CAUTION TURNOUT aspect, the main aspect remains at red, the marker light is extinguished and the three yellow lights of the turnout signal are illuminated . The row of lights is inclined in the direction of the turnout. For a MEDIUM TURNOUT aspect, the turnout signal will flash. Otherwise the appearance is the same as above. As for double light signalling, a theatre route indicator may be used in conjunction with the main signal aspect, where several routes are possible from one signal. Again the route indicator is not illuminated when the signal is at stop. When  the signal  is required to clear, the route indicator will illuminate for the appropriate route. The normal construction of signals is to provide a separate lamp unit for each light to be displayed . Some signals, however, are of the "searchlight" type. In this type of signal, the lamp is continuously illuminated and coloured lenses are moved in front of the  lamp according to the aspect to be displayed. The lenses are moved by a relay mechanism inside the signal head. The lights visible to the driver are the same for either type of signal. 2.2 Subsidiary Signals Associated with Main Signals As well as normal running movements, signals may be required for some of  the following movements:- Entering an occupied section Shunting into a siding Running on to a line used for traffic in the opposite direction. Attaching or detaching vehicles or locomotives. The main types are described below. As for the running signals, only current practice is covered in detail. Although the SRA (TfNSW) practice will allow subsidiary signals to clear immediately the route is set, many railway administrations employ approach control to delay clearance of the subsidiary signal until the train has come at or almost to  a  stand  at  the  signal. This  is usually achieved by timed track circuit occupation. The driver will receive a caution at the previous signal and will be preparing to stop. Subsidiary signals are short range signals which are only visible within a short distance of the signal. 2.2.1 Subsidiary Shunt and Calling-on Signals These authorise a driver to pass a main signal at stop for shunting purposes or to enter an occupied section. The driver must be prepared  to  stop short of  any  train or other obstruction on the line ahead. He must therefore control the speed of his train so that he can stop within the distance he can see. The appearance of these signals is a small yellow light below the main aspect. On  some older double light signals the letters "CO" in a round lens illuminated in white may be used. 2.2.2 Shunt Ahead Signal This signal is generally found on single and double lines worked under absolute block conditions. It permits the movement of a train past the starting signal for shunting purposes. It does not require a block release from the signal box ahead and the movement  will  eventually come back behind the starting signal when shunting is complete. As this method of working is generally only found outside the suburban area, a shunt ahead signal will normally be provided on single light signals only. It consists of a small flashing yellow signal below the main running signal and marker light. 2.2.3 Close-up Signal This is similar in appearance and application to the low speed signal. 2.2.4 Dead-end Signal This is for entering short dead end sidings directly from a running line. The only difference between this and a subsidiary shunting or calling-on signal is that the dead end signal is offset from the post on the same side as the siding leads off the main line. Subsidiary signals display no aspect when not in  use.  The  associated  main  signal  will  remain at stop when the subsidiary signal is in use. Route indicators may be used in conjunction with subsidiary aspects to give an  indication to the driver where multiple routes are available. In the case of a movement on to another running line in the wrong direction (i.e. opposite to normal direction of traffic) a route indication is always provided. 2.4 Shunting Signals Signals may also be required for shunting movements in positions where no main signal is necessary. The most common locations are:- Entrance to and exit from sidings. At crossovers to allow a wrong road movement to regain the right line. In yards and depots where main signals are not required. As they have no associated main signal, they must display a stop as well as a proceed aspect. 2.5 Dwarf and Position-light Signals Two main types are in use, the dwarf signal, with all lights arranged vertically and the position light signal. The diagrams show the various signal profiles.  Both types display two red lights for stop. The proceed aspect is normally only a yellow indicating caution. Shunting signals do not always prove track circuits clear and the driver must be ready to stop if there is another train occupying the section ahead. The proceed aspect may be accompanied by a route indication. Shunting signals are normally mounted at ground level, although they may be elevated if required for sighting. 2.3.2 Stop Boards If a wrong road movement is authorised from a shunting or subsidiary signal there must be another signal ahead to limit the wrong road movement. If no such signal was provided, the movement could continue past the protecting signal for the normal direction of traffic and cause a collision. The usual signal is an illuminated notice board carrying the words "SHUNTING  LIMIT". It can be considered as a shunting signal permanently at danger. 2.3.3 Facing Shunt Signals A shunting signal is sometimes needed in a position where it is passed in the normal direction by running movements. To avoid confusing  the driver by displaying a yellow light for a movement which may well be running under the authority of clear signals, these facing shunt signals are provided with an additional green light (clear aspect) for use only in this situation. 2.3.4 Point Indicators Although not signals in the same way as those just described, point indicators are important in sidings to avoid derailments and damage to equipment. They provide a visible indication of the position of hand operated points. Operation may be either mechanical or electrical. Located alongside the point switches, they display an illuminated arrow in the direction of the line for which the points are set. 2.5 British Signalling Aspects For the benefit of those who may at some time have to read signalling plans drawn to British standards (e.g. for the IRSE examination), this is a brief summary of the aspects in use, their meanings and how they are drawn. 2.5.1 Main Signals As with SRA (Currently TfNSW) practice, three colours are used, red,  yellow  and  green.  On  the  plan,  a  red light is denoted by a circle with a horizontal line across it. A yellow  light  has the line at 45° and a green light has a vertical line. The  "normaJ"  aspect  of  the signaJ  (i.e. with  no  routes set and all track circuits clear) is shown by a double line in the appropriate light(s). There are four available aspects; STOP is a red light, CAUTION is a single yellow light, PRELIMINARY CAUTION is two yellow lights and  CLEAR  is  green.The stop, caution and clear signals have the same meanings as the corresponding SRA  aspects. The preliminary caution is similar to the MEDIUM indication  of  SRA  signaJs. The  double yellow aspect is only used in situations where signals  must  be  positioned  closer  together than braking distance. Many lines use red, single yellow and green only. Marker lights are not used. There is no equivalent of the LOW  SPEED  signal. An equivalent control (to allow trains to close up provided they are running  at very low speed)  is provided  by delayed clearance of the yellow aspect. The train must be almost stationary at the signal before the aspect will change from red to yellow. This is achieved by applying approach control with timed track circuit occupation. 2.5.2 Junction Signalling Where a signal has more than one route, a distinct route indication must be given for each  route, except that the highest speed or straight route  need  not have a route  indication.  This may take one of two forms, a junction indicator (a row of  five white lights)  normally  above the main signal and pointing in the direction of the divergence or a multi lamp or fibre optic route indicator displaying one or two characters. There are six available junction indicator positions. Positions 1, 2 and  3 (at 45°, 90" and 135° respectively) indicate diverging routes to the left. Positions 4, 5 and 6 provide equivalent indications to the right. Multi-lamp or fibre optic route indicators are restricted to routes with a speed of 40 mph (64 km/h) or less. Where necessary, clearance of the junction signal is delayed by occupation of the approach track circuit (timed if necessary) to enforce a speed  reduction.  This  is  because  the  driver may receive no warning at previous signals of the route set from the junction signal 2.5.3 Subsidiary Signals The standard subsidiary signal is a position light with two white lights at 45°. The proceed aspect is both lights illuminated. There is no stop aspect -  the  associated  main  signal remains at red. Route indicators are provided  where  necessary but are not obligatory -  if they are provided, route  indications  must  be displayed  for  all routes. The subsidiary signal is used for all shunting and calling on moves. This is a short range signal. An approaching train must be  brought  to a stand  before clearance of the subsidiary aspect. 2.5.4 Shunting Signals The position light shunting signal has two white lights and one red  light. The proceed  aspect is identical to the subsidiary signal. The stop aspect is one red and one white  light, horizontally placed. The white light at the lower right {the "pivot" light) therefore remains continuously lit. A shunting signal with two red lights only is used as a "limit of shunt" indicator. 2.6    Summary Whatever the system of signalling, the signal engineer  must  have  a  detailed  knowledge  of the aspects displayed to the driver and the instructions conveyed. He must then design  the layout of the signalling and the associated controls so that the driver can safely obey all signal aspects. This  must apply for all types of  train likely to use a line. When  required  to reduce  speed or stop, trains must have adequate braking distance under all conditions. The driver of a train must never be given an instruction by a signal that he is unable to comply with.   TO BE CONTINUED - SIGNALLING BOOK | CHAPTER 2 | PART 2...........

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Deepu Dharmarajan - Posted 4 years ago

CH3 | SIGNALLING A LAYOUT | PART 1

SIGNALLING BOOK | CHAPTER 3 | PART 1 CONTENTS 1. Introduction - In Part 1 2. Headway - In Part 1 3. Positioning of Running Signals - In Part 2 4. Types of Signal - In Part 2 5. Points and Crossings - In Part 3 6. Track Circuits - In Part 3 7. Identification of Signals, Points & Track Circuits - In Part 3 8. Examples - In Part 3 1. INTRODUCTION One of the first steps in any signalling project is to determine the method of train working. Having decided this, it is then necessary to decide the position and spacing of signals. This section will assume throughout that colour light signalling to track circuit block principles will be provided on all main lines. Although other methods of working may well be more appropriate, particularly for lightly used single lines, these will be covered later in the course. It is useful at an early stage to determine whether 2, 3 or 4 aspect signalling will be required. This will be governed by the required line capacity, which in turn will be determined by the timetable to be operated. Having this information and an approximate signal spacing, we can then proceed to position the signals on a scale plan of the track layout. Their position relative to stations, junctions etc. will be decided largely by operating requirements. The most economical arrangement that meets all operating requirements is the one that should be adopted. In order to produce a safe and economical signalling scheme, the designer must use his knowledge of signalling principles and be provided with all necessary details of the train service pattern required, the track layout, gradient profiles, line speeds and train characteristics. If this information is not immediately available, it must be requested from the appropriate authority. Sometimes operating requirements conflict with each other and with safety standards — the engineer must then use his experience to reach a satisfactory compromise whilst maintaining the safety standard. 2. HEADWAY The headway of a line is the closest spacing between two following trains, so that the second train can safely maintain the same speeds as the first. This usually means that the second train is sufficiently far behind the first that its driver does not see an unduly restrictive signal aspect. Headways can be expressed in terms of distance but more usefully as a time (e.g. 2 1/2 minutes between following non-stop trains). It can also be converted to a line capacity (trains per hour). Care must be taken when using a "trains per hour" figure if the trains are not evenly spaced in the timetable. The signalling must be able to handle the minimum headway, not the average. Headway will depend on a number of factors:- D = Service Braking Distance d = Distance between STOP signals S = Sighting Distance (usually 200 yds/metres or distance travelled in 10 seconds) O = Overlap Length L = Train Length (less than 100 yds/metres for a short suburban train but possibly over 1km for a heavy freight train) V = Line Speed (or actual train speed if lower) a = Braking rate Where any of these factors are not given to you, you should always state your assumptions. In practical situations, it is vital to obtain accurate information regarding the braking performance of trains. It is also vital to standardise your units of distance and time. If you work in imperial, yards and seconds are most useful; in metric, metres and seconds would be most appropriate. Whichever you decide, you must use the same set of units consistently throughout to avoid confusion and error. 2.1. Service Braking Distance This is the distance in which a train can stop without causing undue passenger discomfort. It will depend on the line speed, gradient, and type of train. It is usually significantly greater than the emergency braking distance. Theoretically, the Service Braking Distance can be calculated using the line speed and braking rate         This is derived from the 3rd Law of Motion. This calculation will depend upon the braking characteristics of the type(s) of train using the line and must take into account the worst case combination of train speed and braking rate. If this calculation is to be performed frequently, it is useful to show the service braking distances for different combinations of speed and gradient in tabular or graphical form. Gradient should always be taken into account. A falling gradient will increase braking distance, a rising gradient will reduce it. As gradients are rarely uniform between signals, we need to calculate an average gradient using the formula: where G is the average gradient   D is the total distance    g and d are the individual gradients & distances. For a gradient of 1 in 100, G = 100. If the gradient is expressed as a percentage, G is the reciprocal of the percentage gradient. Falling gradients taken as negative, rising gradients as positive. 2.2.  2 Aspect Signalling 2 aspect signalling will generally be adequate on lines where traffic density is low. The required length of block section is much greater than braking distance. Only two types of signal are used, a stop signal showing stop and clear only and a distant signal showing caution or clear. Each stop signal will have its associated distant signal. As 2 aspect signalling will mainly be found outside the suburban area, the example shows single light signals. The distance (d) between stop signals is variable according to the geography of the line, positions of stations, loops etc. The headway distance can be calculated as: H = D + d + S + O + L giving a headway time:         Note that the headway time for the line is that of the longest section and cannot be averaged. To obtain the greatest signal spacing to achieve a specified headway, we transpose the equation to give: d = (V x T) - ( D + S + O + L)   2.3.  3 Aspect Signalling With 2 aspect signalling, as the required headway reduces, each stop signal will become closer to the distant signal ahead. it is therefore more economic to put both signals on the same post. This then becomes 3 aspect signalling. Each signal can display either stop, caution or clear. The distance (d) between signals must never be less than braking distance (D), but to ensure that the driver does not forget that he has passed a distant at caution, (d) should not be excessively greater than the service braking distance. The current SRA recommendation is for signal spacing to be no greater than three times braking distance. BR has adopted a maximum of 50% (i.e. 1.5D) although this is often exceeded at low speeds. The headway distance is given by:- H = 2d + S + O + L So the best possible headway, when the signals are as close as possible (exactly braking distance), is: H = 2D + S + O + L The headway with signals spaced 50% over service braking distance is: H = 3D + S + O + L The headway with signals spaced at three times braking distance is: H = 6D + S + O + L   2.4.  4 Aspect Signalling Where signals are closer together than braking distance, a preliminary caution or medium aspect is needed to give trains sufficient warning of a signal at danger. This medium aspect must not be less than braking distance (D) from the stop aspect, so the distance (d) between successive signals must on average be no less than 0.5D. The headway distance is given by:- H = 3d + S + O + L       where d > 0.5 D  So the best possible headway with 4 aspect signalling is given by:- H = 1.5 D + S + O + L In practice, the geographical constraints of the track layout will probably prevent regular spacing of signals at 0.5D. If the total length of two consecutive signal sections is less than braking distance, an additional medium aspect will be required at the previous signal. In other words, the first warning of a signal at stop must be greater than braking distance away. If more than two warnings are required, the medium aspect is repeated, not the caution. Signals should however be positioned so that this situation is as far as possible avoided. 2.5. Application of Low Speed Signals and Conditional Caution Aspects In normal use, the addition of a low speed signal provides the driver with a fifth aspect. It is important to realise that this does not have any effect on the headway of through or non-stopping trains running at their normal speed. In this situation, the engineer will arrange the signals so that each driver should, under normal conditions, see only clear aspects. The preceding headway calculations apply regardless of whether low speed signals are provided or not. A low speed signal tells the driver that he has little or no margin for error beyond the next signal and should control the speed of his train accordingly. The benefit of low speed signals is in allowing a second train to close up behind a stationary or slow moving train by reducing the length of the overlap, provided the speed of the second train has been sufficiently reduced. The same effect can be achieved by delaying the clearance of the caution aspect. This is now preferred, provided an overlap of the order of 100 metres can be achieved. The clearance of the signal should be delayed to give a passing speed of approximately 35km/h. Low speed signals should only be used where the reduced overlap is very short (less than 50 metres) and/or there are fouling moves within 100 metres of the stop signal. 2.5.1. Station Stops With an overlap of 500 metres, a train stopped at a station will have at least 500 metres of clear track behind it. A following train will stop at the first signal outside this distance. By the addition of a low speed signal or a conditionally cleared caution, the overlap distance can be reduced and the second train can approach closer to the station. When the first train leaves the station, the second train can enter the platform earlier, thus giving a better headway for stopping trains. A conditionally cleared caution aspect will normally be used unless the overlap is less than 50 metres. 2.5.2. Approaching Junctions Trains awaiting the clearance of another movement across a junction can approach closer to the junction while keeping the overlap clear of other routes across the junction. A low speed aspect will normally be used in this situation. 2.5.3. Recovery from Delays A line which is operating at or near its maximum capacity will be susceptible to disruption from even minor train delays (e.g. extended station stops at busy times). Low speed signals and or conditionally cleared caution aspects can allow trains to keep moving, even if only slowly, to improve recovery from the delay. The total length of a queue of trains will be less and the area over which the delay has an impact will be reduced. 2.6. Summary For 2 aspect signalling, the headway distance is:- H = D + d + [S + O + L]   For 3 aspect signalling, the headway distance is:- H = 2D + [S + O +  L]   (minimum) where signals are spaced at braking distance H = 2d + [S + O+ L] (general case) for an actual signal spacing of d   For 4 aspect signalling, the headway distance is:- H = 1.5 D + [S + O + L] (minimum) where signals are spaced at braking distance H = 3d + [S + O +  L]  (general case) for an actual signal spacing of d   Note the factor [S + O + L] is common to all equations.   Headway time is then calculated as:         2.7. Determining Signal Type and Spacing Because cost is generally proportional to the number of signals, the arrangement of signalling which needs the smallest number of signals is usually the most economic. It must, however, meet the headway requirements of the operators. For non-stop headways it is likely that the same type of signalling should be provided throughout. Otherwise there will be large variations in the headway. Remember that the headway of the line is limited by the signal section which individually has the greatest headway. This section will briefly describe a technique for determining the optimum signalling for a line. There may need to be localised variations (e.g. a 2 aspect signalled line may need 3 aspect signals in the vicinity of a station or a 3-aspect line may need to change to 4 aspect through a complex junction area). These variations will depend on the requirements for positioning individual signals and can be dealt with after the general rules have been determined. Firstly, determine braking distance, train length and overlap length required. Each must be the worst case. Knowing the required minimum headway, use the H = 2D + S + O + L equation to determine the best possible headway for 3 aspect. Compare the results with the required headway to check whether "best case" 3 aspect signalling is adequate. There should be a margin of 25–30% between the theoretical headway and that required by the timetable to allow for some flexibility to cope with delays. 2.7.1. If the Headway is Worse than Required 3 aspect will not be adequate and 4 aspect must be used. Recalculate for 4 aspect to confirm that this does meet the headway requirement. T = (1.5D + S + O + L) / V If the non-stop headway requires 4 aspect signalling, it is likely that station stops will cause further problems. Signal spacing near stations should be kept to a minimum and low speed signals or conditionally cleared cautions with reduced overlaps may also be required. 2.7.2. If the Headway is Much Better Much better generally means a headway time of 30% or less than that required by the timetable. If this is the case 2 aspect will generally be adequate. Calculate the greatest signal spacing that will achieve the headway with 2 aspect signalling. d=(V x T) - (D + S + O + L) Remember that in this distance d there will be two signals, a stop signal and a distant signal. Then compare this with the maximum permissible signal spacing for 3 aspect. In the absence of any firm rules, a judgement must be made on the amount of excess braking which is acceptable. SRA recommends that signal spacing is no more than three times braking distance while BR signalling principles specify no more than 1.5 times braking distance. If the two calculations produce a similar total number of signals (i.e. d for 2 aspect is approximately twice the value of d for 3 aspect) a 3 aspect system will be the better choice. The cost of the signals will be similar and the operator may as well benefit from the improved headway provided by 3 aspect. 2.7.3. If the Headway is Slightly Better It is probable that 3 aspect is the correct choice. Check that there is sufficient margin between the required and theoretical headway. 2.7.4. Signal Spacing Having evaluated that the chosen arrangement of signalling will provide the required headway, the relevant equation should be transposed to calculate the greatest possible signal spacing that can be allowed with the specified headway: eg. for 3 aspect signalling: V x T = H           = 2d + S + O + L therefore  2d     = (V x T) - (S + O + L) from which the post to post spacing (d) can be calculated Remember, there may be a constraint on the maximum signal spacing. The value of d should not exceed this. Geographical constraints may also require signals to be closer together than braking distance, in which case the 4th (medium) aspect is used where required. It does not need to be used throughout unless for headway [puposes]. 2.8. Example Information given:- Max. Line Speed...... 90 km/h Gradients ..........  Level Train Length.............. 250 metres Headway Required..... 2 1/2 mins. (non-stop) Before we start, we need the Service Braking Distance, either by calculation or from tables/curves (where available). We will assume that D = 625 metres. Note : S assumed to be 200 metres. O assumed to be 500 metres (although overlaps may need to be more accurately calculated if trainstops used) V = 90 km/h = 25m/s First, check 3 aspect signalling:- H = (2D + S + O + L) = (1250 + 200 + 500 + 250)  = 2200 metres so T = H/V = 88 seconds. This is much less than the 150 seconds (21/2 mins) specified. We will therefore consider the alternative of 2 aspect signalling. We cannot calculate a theoretical headway for 2 aspect signalling as the signal spacing is not fixed. Instead, we calculate the greatest 2 aspect signal spacing to give us the 150 second headway specified : d = (V x T) - (D + S + O + L) = (25 x 150) - (625 + 200 + 500 + 250) = 3750 - 1575 metres = 2175 metres Hence 2 aspect signalling, with the stop signals no more than 2175 metres apart, would give the 2 1/2 min. headway required. However, each stop signal also requires a distant signal. Two signals are therefore required every 2175 metres. 3 aspect signalling with signals every 1088 metres would require no more signals but would give a better headway of: H = 2d + (S + O = L) = 2175 + (200 + 500 + 250) = 3125 metres So T = H/V = 3125/25 = 125 seconds In fact, the signal spacing could be extended further within the headway requirement of 150 seconds. This would give a better headway with fewer signals than 2 aspect. This demonstrates that 2 aspect is generally worth considering only for very long headways. We could now calculate the maximum possible 3 aspect signal spacing allowed by the headway : V x T = H = 2d + S + O + L therefore 2d      = (V  x  T) - (S + O + L) = (25 x 150) - (200 + 500 + 250) = 3750 - 950 = 2800 metres d        = 1400m As this is over twice braking distance, it should be confirmed that this signal spacing is operationally acceptable TO BE CONTINUED - SIGNALLING BOOK | CHAPTER 3 | PART 2...........

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