By Deepu Dharmarajan
Posted 4 years ago

CH15 | ROUTE RELAY INTERLOCKING

Signalling

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CONTENTS 

  1. Introduction
  1. Push Button Interlocking
  1. Point Circuits
  1. Route Locking
  1. Signal Aspect Controls
  1. Route Releasing
  1. Overlaps
  2. Preset Shunt Signals

DISCLAIMER :

THIS ARTICLE DOSEN'T REFLECT THE CURRENT NSW PRACTICE AND MORE OVER ROUTE RELAY INTERLOCKING IS GETTING REPLACED WITH COMPUTER BASED INTERLOCKING.THIS ARTICLE IS PURELY FOR INTERLOCKING STUDY PURPOSE  AND HELP TO GAIN KNOWLDEGE ON INTERLOCKING .CIRCUITS USED HERE SHALL NOT BE  USED FOR OPERATING LINES WITHOUT CHECKING   LATEST PRACTICE .THIS IS BASED ON AUTHORS UNDERSTANDING OF THE NSW INTERLOCKING 

  1. INTRODUCTION

1.1 Development of Relay Interlocking Systems

The earliest interlockings were mechanical, between the levers of a frame but, with the development of block systems and track circuits, electrical controls were added. Staffing levels could be reduced by displacing a number of small signal boxes by fewer, larger installations. Fully electrical interlocking systems became necessary to control power operated signalling equipment. Initially, miniature lever frames were used. There are however many advantages in using a control panel incorporating buttons and switches into a diagrammatic representation of the track layout.

With panel operation, a totally relay based system was required. Many suppliers produced their own different systems which, although different in detail, followed similar principles of design and operation.

The signalman's control device was usually a button or a switch. Unlike the lever, it was free to move at any time. The relays now provided the security of the interlocking system. Additional indications had to be provided to show the signalman the state of the interlocking.

During a period of substantial investment in signalling modernization in the 1970's, design, installation and testing resources were in short supply. British Railways  invited major suppliers to offer standardized interlocking systems which could as far as possible be factory wired and automatically tested. The contractors met the need with modular or "geographical" systems. The two main systems adopted, the Westinghouse "Westpac" and the AEI (GEC later acquired by Alstom) systems underwent several stages of development and were widely used.

These systems certainly provided for very quick installation but there were disadvantages. The most important was that each development of a system was incompatible with its predecessors.

The two systems were very different in their design philosophy. Westinghouse adopted a "one set per function" approach which led to high levels of redundancy, whilst GEC provided several sets combined as necessary for the function present. This approach increased substantially the quantity of inter-set wiring.

Due to rising costs and problems of spares and modifications, geographical systems have fallen in popularity.

State Railway Authority of NSW (later RailCorp, now TfNSW ) never adopted any form of geographical interlocking but has for some years purchased interlockings built to its own set of standard circuits. BR(British) also developed a set  of typical circuits for free-wired interlockings which  in operation  would appear similar to the geographical systems and adopt a high level of standardization of circuit design.

These were incorporated into a BR Specification (BR850) which is probably one of the most standardized, and probably the last, relay interlocking specification in widespread use.

On BR the use of route relay interlocking systems has now been superseded by solid state interlocking for all new work.

As most route relay interlocking systems follow similar design principles and methods of operation, the State Railway Authority of NSW(Railcorp/Currently TfNSW) circuits will be used throughout for reference.

NOTE:- This article is purely written for study purpose and shall not be applied without checking current practice 

1.2 Relay Types 

Various types of relay are used in the interlocking. As well as neutral relays, slow to operate, slow release and magnetically latched relays are used. It is important that the operation of each type is understood, and circuit symbols recognized, in order to follow the operation of the equipment. In particular, latched relays will remain in the last position they were moved to.

1.3 Diagrams 

All the circuit diagrams used for reference are based on the NSW (New South Wales. Australia) standard circuits.

1.4 Variations 

In practice, different installations may vary slightly in detail of circuit design. For example, full overlap swinging facilities may not always be provided.

It is important to understand the relationship between the control tables and the interlocking circuits. The circuits must always be designed to function in the manner described by the control tables.

1.5 Relay Names and Functions

1.6 Control Panel Symbols

Figure 1 to 4 below shows the detail of the panel push buttons. Of particular note to this course is the directional arrowhead on push buttons giving information about their use as the start (entrance) or finish (exit) of a route. The button surround may be of a different color according to the button function (main or shunt) and direction of traffic (up or down).

 

2. PUSH BUITON INTERLOCKING 

2.1      Operation of Entrance-Exit (N-X) Panel 

In route control system of signaling, a route is set and the signal leading over it cleared by the signal man operating two pushbuttons which are located on a control panel .The first button operated is at the commencement(Figure 1)  of the route and the second button at the finish(Figure 2) of the route .The finish button is generally at the next signal applying to the direction of traffic being dealt with, but in the case of a route which leads into a section, siding or terminal road the finish button is located in the section, siding or terminal road.

Providing all conflicting routes are normal the push button operations are registered and any points in the required route which are not in the correct position will operate, then providing the line is clear to the clearing point, the signal will exhibit a proceed indication.

If a conflicting route is set or a previous train is passing over points within the route and the points are out of position for the next movement, the button operation is not registered, and it will be necessary for the signalman to again operate the buttons when the route is free.

To clear the next signal the last button operated which represented the finish of the previous route is again operated and acts as a commence button for the next route. A second button is then operated to locate the finish point for this route.

After the passage of a train, or if it is required to cancel the route, without the passage of a train, the commence button for the route must be pulled to restore the route to normal. A signal cannot clear for a second train unless the route is normalized and then set again.

If a button has been pushed as a commence button and for any reason the route which was to have been set is not required, the commence action may be cancelled by pulling that button.

Only one button may be effectively pushed at a time and when operating a button as a finish button it should be depressed for approximately one second.

The entrance-exit (N-X) push button panel is the standard type used by British and NSW Australia, and widely used elsewhere. The method of operation to set a route is: -

Press the entrance (start) button and release it. The button will flash to indicate it is the selected entrance.

The next button pressed must be the exit or finish of the route, and provided the route selected is both valid and available, the route will be set and locked, and white route lights will indicate the extent of the route set. The entrance button will display a steady white light.

If an invalid exit or an unavailable route is selected, the route setting will be aborted.

Because some buttons may function as both start and finish buttons (Refer Figure 5), and since the start signal may have several valid routes, each with a different finish, a constraint is imposed that only one route may be selected at a time. Where this would be over restrictive, several independent push button interlockings will be provided, one (or more) for each signalman's control area. In below figure 5, button for Signal 2 is a finish button for route from Signal 1 and is a commence button for route leading to Signal 4 and 6

 

LEGEND 

Note: When relay is energized (Up), front contact will be made(close) and back contact will be open, similarly when relay is de-energized (Down) front contact will be open and back contact will be made (Closed)

Some relays will be Normally Energized (EG: USR, ALSR, Track Relay), whereas some relays will be Normally De Energized (EG: DR Relay for Control Signal to show green aspect)

Non Vital Relay contacts are same ,but dot  on each end of  armature ,thats how we identify 

2.2            Push Button Relays 

All push buttons on a panel have three positions, middle (denoted 'M'), pushed (denoted 'F' - meaning "from" the operator) and pulled (denoted 'T' - "towards" the operator). The button is sprung to return to the middle position after it is either pushed or pulled. Depending on the exact function of the button, relays will be provided to repeat the relevant positions or combination of positions of the button. Refer figure 5 for the most common circuit. To set a route from No .1 Signal to No.3 (M) Signal, button No 1 (for Commence) is pressed, energizing 1(FR) relay

 

The diagrams show these relays wired direct to the panel button. This is the normal arrangement for the local interlocking at the control centre. For other interlockings, a remote-control link, normally TDM, is employed. Refer Figure 7. Any Telemetry such as Kingfisher also could be used. Traditionally control system is non vital system used for route request and indication of equipment status back from the track.

 

2.3 Push Button Checking Circuit 

At various stages in the route selection process, it is necessary to prove that only one button is being pressed. This is accomplished using the (R)PR circuit sample shown in Figure 8

The (R) PR provides the interlocking between buttons to ensure only one button operation is registered at a time.

1(F) R contacts make, energizing 1(R)PR relay. This lifts 1(R)PR contacts cutting out all other (R)PR Relays

Back contacts of all following (R) PR relays are included in the negative side of each (R)PR relay to prevent it picking up if its button is operated (F) R energized whilst any following (R)PR is already energized. Thus, ensuring only one button operation will be registered at a time.

2.4 Pressing the Commence Button 

The interlocking will store the signal selected as the start of the route by holding the appropriate CeR up. Refer Figure 9

The CeR initiates the commence operation to set a route.

1(R)PR contact makes, energizing 1CeR relay. 1CeR stick contact is made and holds 1CeR relay energized when 1(R)PR drops out (ie when commence button No. 1 is released) via 1(N)R & FnJP2R contacts.

1(N)R contact is a route cancelling contact which energizes when a button is pulled and the FnJP2R contact (2nd repeat finish normally closed relay) forms part of the timing cycle circuit. These circuits will be covered later.

As 3 buttons can be either a commence or finish button, 3FnR (Finish Relay) is proved de­ energized in its commence relay circuit.

2.4.1       Machine in Use

The MUR sets circuit operation to ensure the next button operated initiates the finish operation for the route.

1CeR contact picks up and energizes the MUR relay whose contact turns MUR indication light on (flashing red). The FnPR contact ensures that the MUR is held energized to prevent the MUR from dropping out if a finish button is held longer than one second this would change the button from finish to a commence function (Refer Figure 13).

In Figure 11 MUKR is a repeat of the MUR and the FnPKR is a repeat of FnR, Refer  Figure 12 This gives a flashing red or green indication on the console which indicates to the signalman whether the machine is in use or finish.

When FnJP2R relay drops out 1CeR relay de-energizes, thus extinguishing the MUR light. Refer Figure 14.

2.5  Pressing the Finish Button

The finish of the route will be identified by one FnR energized. The combination of CeR and FnR uniquely identify the route. Refer Figure 7 above. To select destination (finish) in this case there is only one possible destination from Signal 1 which is No. 3 signal. Pressing button 3(M) for finish, energizes 3(M) (F)R.

The (FM)R relay provides for emergency replacement of a signal after the route has been set.

Refer Figure 12 for Finish Relay (FnR) Circuit

 

The FnR initiates the finish operation to complete the route being set. When the 3(M) (R)PR energizes, and because the MUR relay is already held up via No. 1 CeR as shown Figure 10,

3FnR relay energizes for the period of time that the button is held in. As No. 3 button can be either a commence or finish button, both commence relay functions, 3 & 3 (S), are proved down in its finish relay circuit. This holds the FnR de-energized during the commence function when the MUR has picked up and while the (R) PR is still energized.

2.6 Push Button Circuit Normalization

Approximately 1 second is allowed before the push button circuits are normalized, to permit setting of another route. This prevents preselection by the selection of the commence and finish signals before the route is available. Figures 13 & 14 show the normalizing circuits.

The FnPR (finish repeat relay) initiates the timing sequence for a route to set. Refer Figure 13 for Finish Repeat Relay Circuit.

When 3FnR contact makes, and energizes the FnPR relay the timing cycle, of approximately one second commences and, in this period the route must be capable of setting. If the route is not capable of being set within one second of the signalman operating the finish button, the action is not registered and the entire operation for setting a route must be commenced again.

The FnJP2R and the stick function of the FnPR maintain the FnPR energized if the finish button is released before the timing cycle is complete to allow the timing cycle, once commenced to once completed.

The FnJR & FnJPR's (finish timing relays) provide the timing sequence initiated by the finish function.

The FnPR energizing starts the timing cycle through the slow to drop relays FnJR, FnJPR & FnJP2R.

When the FnJP2R relay drops out a number of things occur:

  1. The CeR relay is dropped out via FnJP2R contact in the stick path circuit as shown on Figure 9.
  2. The MUR relay is dropped out via the CeR contact dropping out in circuit as shown on figure 10
  3. The FnPR relay drops out if the finish button is released in circuit shown on figure 13, via the FnJP2R de-energized in its stick circuit.

This timing sequence provides the non-storage feature of the system. (i.e routes cannot be pre­ selected until a train has vacated the route).

2.7 Effect of Pressing the Wrong Type of Button 

Pressing a finish only button at the start of route setting will have no effect because the signal does not possess a CeR. The circuits will normalize as soon as the button is released.

Pressing the incorrect finish button will result in no route being set as the FnR and the CeR previously selected will not both appear together in the same route setting circuit anywhere in the interlocking.

2.8 Indications Panel 

To assist the signalman indication lamps are provided to show "machine in use" or "machine finish" to advise him of the current state of route setting.

On many BR interlockings, the technician is provided with the facility to hold the equivalent of the FnJP2R energized to assist fault finding. This enables him to test circuits which otherwise may only be energized very briefly. This facility must be used with great care, and with the agreement of the operator, as it will inhibit the setting of any other route in the interlocking.

2.9 Route Control System-Route Setting

Having now dealt with the operation and circuits associated with the control panel switches, we will now cover the operation and / or function of each relay, for the setting of the points to the correct position, locking them, setting the required route, and clearing the appropriate signal leading over that route which will include route locking and approach locking etc. Refer Figure 18 & 19

2.10 Route Setting

When a button is pushed to select the commencement of a route (R)PR energizes & providing that no other button has been pushed a contact on the (R)PR closes the circuit for the 'commence relay' CeR, (Refer Section 2.4). A front contact of the CeR then energizes the 'machine in use' relay MUR (Refer Section 2.4.1). The MUR energized opens the pickup circuit for all CeR's & this determines that the next button to be pushed will function as a 'finish' button. The CeR for the button operated is held energized by a stick circuit which includes a front contact of the finish timing relay FnJR, back contacts of its own (N)R relay & its own front contact.

When the next button is operated to define the finish point of the route to be cleared, its  (R)PR is energized & because the MUR is up, the finish relay FnR (Refer section 2.5) for that button will energize for the period of time that the button is held in. A circuit is provided for the MUR via a front contact of FnPR, the finish relay's repeat relay, to prevent the MUR from dropping out if a finish button is held for longer than one second. (This would change the button from a finish to a commence action).

Contacts of the CeR & FnR relays in series are utilized in the negative side of the route NLR delatching coil and drive the relay down this in turn closes the circuit for the route RUR and providing all locking and track circuit conditions are satisfactory the route will set and its signal clear. (Refer Section 2.12).

The commence relay CeR and FnR (finish relay) remain energized for approximately one second after the finish relay has operated but long enough to allow the route NLR to delatch and the RUR to energize.  This sequence provides the non-storage feature of the controls.   That is, if the route is not capable of being set within one second of the signalman operating the finish button, his action is not registered & he must operate the buttons again when the route is free.

The method of obtaining the one second timing period is as follows. When a finish relays FnR energizes, its front contact completes the circuit to the finish repeat relay FnPR (Refer Section 2.6) & a back contact of the FnPR opens the circuit to the finish timing relay (Refer Section 2.6). The three finish timing relays are slow-release relays & approximately one second after the FnPR has energized the FnJP2R opens its front contact to break the holding circuit for the commence relay network (CeR). (Refer Section 2.4).

A stick circuit is provided to hold FnPR energized until FnJP2R is de-energized.   This ensures that if the finish button is released before the timing cycle has been completed, the FnJP2R will still release & cancel out the CeR.

When the commence relay releases & the finish button has been released the MUR releases, and with the timing relays energized & all button relays are in their normal position the system is ready for another route to be set or for another attempt to be made to set the same route.

2.12 Route Normalizing

The (N)R Relay controls(Refer Figure Below) the normalizing of the appropriate route NLR, and when energized, drops the route reverse relay (RUR), and latches up the route normal relay (NLR).

Refer below figure 20  for a typical (N)R Circuit 

Figure 20 Normalising Relay 

When No. 1 button is pulled, 1(N)R is energized and is held up by a back contact of the route NLR which is to be normalized, a back contact of 1 CeR and its own contact.  The stick circuit will maintain 1(N)R energized until the route NLR circuit is completed by the signal returning to stop or the approach stick energizing as the case may be. The push button can therefore be released immediately after it has been pulled. Once the route NLR has latched up, its circuit is opened by the (N)R relay dropping & it is held in the up position by its magnetic latch.

The back contact of the CeR in the (N)R stick circuit permits a signal to be recleared, if required, after it has been cancelled but the route has not normalized due to approach locking.

A back contact of the (N)R relay is wired in the stick circuit of the relative CeR relay & this allows a button which has been incorrectly pressed as a commence button to be cancelled by pulling the button.

2.12 Checking Route Availability & Validity 

The Commence and Finish selected by the signalman, stored as CeR and FnR, must now be checked for validity - physical route possible - and availability. Normal lock and reverse route relays are provided for each possible route in the interlocking.

These circuits comprise two parts. To the right of the relays (in the negative feed) are the relay contacts which respond to the push button circuits. The validity of a route is proven by the presence of a circuit with the correct CeR and FnR combination. Refer Figure 15

The availability of the route is checked via the positive feed where all locking is proved. An example of a route with points is shown on Figure 16. The points must be in the required position (NLR or RLR up) or free to move (WZR up).

Providing the route is available the NLR will unlatch and allow the RUR to pick and stick. This operation must complete within the 1 second before the push button circuits normalize.

In the event of the route not being available at the time of selection, or within one second, the push button circuits will normalize. The selection is not stored until the route becomes available but can only be acted on at the time of selection.

2.12.1 Route Lock Relay (NLR/RUR)

Each route in the interlocking from signal to signal or from signal to section, siding or terminal road has a RUR to set points and clear the entering signal and a NLR which proves the route normal and is used in locking conflicting routes.

The route lock relay circuits for No. 1 route are shown on Figure 15. The route RUR and NLR circuits are electrically interlocked with each other. Thus, 1NLR back contact is in series with 1 RUR operating coil and 1RUR back contact is in series with 1 NLR operating coil.

The NLR is a magnetically latched relay and remains latched in its last operated position. It has two coils, one to latch the relay up, and another to latch the relay down. The operation is described on section 2.12.2 

The route NLR when latched up is used to release conflicting routes, and proves that: -

  • the signal has returned to stop
  • the signal is not approach locked
  • the route RUR is de-energized & is therefore not capable of setting points or clearing the controlling

The route RUR when energized proves that the route NLR is latched down thereby checking that all conflicting routes and points are locked prior to the route setting.

The interlocking between routes is carried out in the positive leg of the RUR relay in accordance with the locking table for the interlocking. If a route requires that certain other routes must be proved normal before that route can set, then normal contacts of the conflicting route NLR's are included in the positive side of the RUR for the route concerned.

The interlocking between routes and points is also carried out in the positive leg where a contact of the points NLR or RLR is included and qualified by a contact of the WZR for the points concerned if the points are out of position but are free to move.

Note: Positive leg of the route locking relay circuit included the interlocking function (Safety Function) and negative leg of the relay circuit included the route selection (Non Safety Function)

Refer Figure 17 for sample control table. Routes and point conditions reflected are the logic for the positive limbs of the RUR/NLR circuits referred in Figure 15/16.

Eg: Front contact of Route 9C NLR will be in series with 1NLR and 9BNLR, where 1NLR is qualified(parallel) by point 103NLR and 112 RLR and 9BNLR qualified by Point 112RLR. This will be in series with Points required/free to move Normal or Reverse

2.12.2 Route Lock Relay Circuit Operation (NLR/RUR)

Refer Figure 15, when the commence and finish push buttons have been operated to clear No 1 signal, 1 CeR and 3FnR contacts will be up together as described in Section 2.4 & 2.5. This drives 1 NLR magnetically latched relay down and closes 1NLR contacts.

This action then completes the circuit for 1RUR relay to energize via 1 CeR and 3 FnR contacts.

Front contacts in the negative leg of 1 RUR circuit then close, and hold the relay energized via 1(N)R and 1 (FM) R normalizing contacts after 1 CeR and 3 FnR have dropped out at the completion of the timing cycle.

The route will remain set until the commence button at No 1 signal is pulled, which will pick up 1 (N) R contact and open 1 (FM) R contact.

If the ALSR relay is de-energized, ie, the route is approach locked, the route cannot be normalized to release the interlocking. However, it may be re-cleared for the train to proceed.

3 POINT CIRCUITS 

3.1 Principles of point operation

 Points may be called to operate by one of two methods: -

a) The setting of a route requiring the points to be moved using route setting  buttons, or -

b) The operation of a point key (lever) on the panel.

At the time of calling, the points must be free of locking in their present position. Points may be locked by route locking, track circuit occupation, the point key having been turned, or another route having been set.

The points must be free at the time of selection, and the selection must not be stored until the points become free, (anti-preselection).

In the event of a power failure the last legitimately selected position of the points should be held, and, on restoration of the power, the points should not be called to another position due to the random recovery times of different relays within the interlocking.

 3.2 Calling the Points 

Figure 21 shows a point Lock relay (NLR/RLR) circuit. It has two halves. Setting contacts are in the negative feed and locking contacts in the positive feed.   At any one time only one Lock relay should be up corresponding to the position to which the points were last called. Unlike the route lock relays, both NLR and RLR are latched relays. There is no distinction in safety terms between the normal and reverse positions for points.

Except in special circumstances, points controlled from a route setting panel are not returned to the normal position after use.

3.2.1 Lock Relays 

The points normal lock relay (NLR) and points reverse lock relay (RLR), perform route and interlocking functions associated with the points, they also control their operation.

On operation of the control panel buttons to set a route, the RUR is energized, providing the interlocking is free. The RUR contacts then set all necessary point lock relays which in turn operate the points to line up the route. With point detection indicating that the points are in their correct position and providing that the track circuits concerned are clear the signal control relay energizes via contacts of the RUR and button normalizing relays.

These relays are magnetically latched and remain in their last operated position. Therefore, before picking up one relay, it is necessary to energize the release coil of the other. This is accomplished by wiring the negative side of each release coil to the negative side of the operating coil of the other lock relay. As each lock relay operating coil is wired through a back contact of the opposite lock relay, one lock relay is proved down before the other lock relay can energize.

Therefore, before a points lock relay can be energized to drive the points to the next position, the lock relay for the existing position is proved down ensuring that all routes which lead over the points in their present position are normal before the points can move.

In the positive leg of the points NLR and RLR is the interlocking function between the points, and signals which lead through the points. Route (track) locking over the points, including selective overlap (tracks which will allow the points to operate to the vacant overlap), and back contacts of the opposite points lock relay, and detector relay, to prove those functions de­ energized before the lock relay concerned will operate.

In the negative side of the NLR circuit are RUR contacts of all routes which will set the points normal in series with a contact of the points (C) R (Lever Centre Relay) and in the RLR circuit, RUR contacts of all routes which will set the points reverse, together with a point (C) R contact

An alternative path is also provided for use when the points are to be operated under lever control for both normal and reverse operation.

 3.2.2 Circuit Operation

When a call is placed on 101 points to operate reverse, e.g., 3M(A) route has been called, 3(M)A RUR will energize closing the negative leg for 101 NLR release coil and 101 RLR operating coil via the lever centre relay (C)R, to negative.

Providing the points are free to operate, i.e., 101 WZR (points free relay) is energized, indicating that the interlocking is correct, and the track circuits through the reverse route are clear, 101 NLR will be driven down via front contacts of 3M(B) & 3(S) B NLR, 3ATPPR and 3XTPR tracks (interlocking and track locking for the reverse route) 101 NLR and 101 WZR and WJR.

This action closes a back contact of 101 NLR in the positive leg of 101 RLR operating coil, proving the NLR has de-latched and allowing the RLR to energize (latch up). A front contact of 101 RLR now connects the WZR to 101 NLR circuit in readiness for the points when called to operate normal.

3.3 Locking Circuits

The positive feed to the NLR/RLR circuit checks the availability of the points to be moved, either normal to reverse or reverse to normal.

The feed to the WZR can be obtained from either the normal or reverse branch of the circuit, dependent only on the present state of the NLR and RLR. If WZR is able to energize it shows the points are free to move from their present position.

3.3.1 Point Free Relay (WZR) & Point Timer Relay (WJR)

The WZR or points free relay(Refer Figure 21)  is a slow to release relay to prevent the RUR from dropping out during the operation of the points lock relays. It taps off the interlocking and track locking portions of both NLR and RLR. When the NLR is energized the WZR detects if the points are free to move reverse. When RLR is energized the WZR detects if the points are free to move normal. Thus, the WZR relay when energized indicates if the points are free to operate to the next position.

The WZR is used to convey this information to the route RUR circuits which are allowed to energize if the required point lock relay is energized or if it is free to be energized.

A point timer relay (WJR) is provided to ensure that the tracks have been free for a length of time to cover "bobbing" tracks.

The WJR(Figure 21)  is a slow pick-up relay, which together with the slow pick-up track repeat relays provides a two-stage timing before the points are free. The WJR is tapped off the points lock relay circuit, and a contact of this relay cuts the WZR. The WJR is provided in the NLKPR and RLKPR circuits. (Figure 21).

A contact of the WZR is also used to illuminate the points free light above the centre of the lever and indicates to the signalperson when the points lever may be operated to drive the points to the next position. The only interlocking information not conveyed by the WZR relay is the point-to-point locking and this is added to the points free light circuit.

The WZR relay and WJR point timer relay in conjunction with the transient nature of the button controls provides for non-storage operation of the points under route setting conditions. If when the buttons are pushed to set up a route, the point lock relays are not in the correct position or free to be operated to that position as indicated by the WZR relays for the one second period during which the button relays are energized, it will be necessary to operate the buttons again when the route is free. If a train were passing over points within the route in question the security of the points is dependent entirely on the track relays remaining down whilst occupied by the train. Therefore, if the track relay should "bob" during the one second which the button relays are energized the points would commence to move under the train. To guard against this event, track repeat relays are made 4 seconds slow operating so that local tracks in the point circuit must be clear for 4 seconds before the points become free to operate to the next position.

3.3.2 Lock and Detector Repeat Relays (LKPR)

Refer Figure 21 .The circuits for these two relays which tap off the points lock relay circuits are the points Normal and Reverse lock and detector repeat relays (NLKPR and RLKPR). Contacts of these relays are used in the signal control circuits to provide proof that the detection and lock relays are in their correct position and that the operation of a route RUR has locked out the points lock relay for the movement to the next position before a signal can clear.

The NLKPR taps off the normal lock relay circuit so that it includes all interlocking which prevents the points from driving normal. In the case of 101 points, 3(M)"A" and 3(S)"A" NLR's, proving that routes which require 101 points reverse are normal. It ensures that 101 NLR and 101 NWKR are normal. It also ensures that 101 ROLR, 101 RLKPR, 101 WZR and 101 WJR are de-energized by back proving contacts.

The proving of 101 WZR de-energized is most important, and its function is as follows.

With 101 NLR energized (latched up), and 3(M)"A" route is called, the release coil of 3(M)"A" NLR is energized when the commence (CeR) and finish (FnR) button relays are operated and when 3(M)"A" NLR makes its back contact, 3(M)"A" RUR is energized. When 3(M)"A" NLR opens its front contact the circuit for 101 WZR and 101 NLR is opened and 101 WZR drop contact makes to allow 101 NLKPR to energize and complete No. 3 signal HR circuit.

Therefore before No. 3 signal can clear proof is obtained that 101 RLR circuit is opened via 101 WZR de-energized and therefore 101 points cannot be operated to the reverse position.

101 RLKPR taps off 101 RLR circuit and performs similar functions to 101 NLKPR, being utilized in signal control circuits which lead over 101 points in the reverse position.

3.4 Calling the points by route setting 

Energization of an RUR in the negative feed of the lock relay circuit will set the points provided the point key is central and the points are not locked by other routes, track locking or route locking.

Energizing the RUR will have proved that the points are in position or available (e.g., NLR or WZR up for a move to the normal position).

Contacts of the RURs for each route shown in the control tables to set the points will be wired in parallel in the NLR or RLR negative feed. Conversely the NLRs for the same route must be included in series in the positive feed of the opposite lock relay.

3.5 Moving the points using the point key/lever

Relays (N)R and (R)R repeat the panel key/lever in the normal and reverse positions respectively. They allow the points to be moved individually.

It is important to note, WZR must be up at the time of setting with the point key or the points will not move, even if any locking is later removed. Therefore, when moving the point key from normal to reverse (or vice versa), it must be held momentarily in the centre position to allow the WZR to reoperate.

3.6 Points in Overlaps

There are situations, generally where swinging overlaps are involved, in which the simple use of route RLRs to call the points is not sufficient.

Relays NOLR and/or ROLR may be provided to give the required point setting commands Refer Figure 22.

Overlap relays automatically set facing points in the overlap of a signal to give a clear overlap for that signal. When a route which has facing points in its overlap is set and the points are lying so that the overlap over which the signal would clear is occupied, but an alternate overlap is clear and the points are free to operate to that overlap, the overlap relay OLR will energize and drive the points to that position. The controlling signal for the route then clears via the free overlap.

The OLR relays are only energized during the one second period that the button relays are energized and thus comply with non-storage requirements.

Protection against the OLR's causing the points to move if a track relay should bob under a train is obtained by wiring a contact of the relative point WZR relay in the OLR circuit, thereby ensuring that the points have been free for at least four seconds before they can be operated to another position.

If the points in the overlap of a route are not free to move to an unoccupied overlap when the route setting buttons are operated, the route RUR will energize providing its requirements are met but the OLR will not be energized. Because of the transient nature of the button controls it will be necessary to either re-operate the buttons when the points become free or to set the points to the required position by operating the point lever.

3.7 Point Operation & Detection

The position of the NLR and RLR in the interlocking must be translated into a command to the points to move to or remain in the corresponding position. This is done by means of a polarized circuit to the NWR & RWR at the location. A typical circuit is shown on Figure 23.

Points control is affected through the NLR and RLR. Contacts of the relevant lock relay operate the normal points contactor (NWR) or reverse points contactor (RWR).

The points contactors can be of the type that are mechanically interlocked with each other and are installed in the points locations, or polarity sensitive relays installed in the points location or provided within the point machine, and which will only energize if the polarity of the supply to the coils is correct. Relays installed in the points location are type QBCA1 and have two heavy duty front contacts that are capable of switching about 10 amps current to the point motor.

Referring to the circuits above, each contactor is double switched by contacts of the points lock relay concerned. The points NLR when latched up will pick up the normal contactor and the points RLR when latched up, will pick up the reverse contactor. The opposing lock relay is proved down in the relevant contactor circuit in each case.

This provides a measure of safety so that if both lock relays should be up at the same time or if either lock relay is unplugged both contactor coils are open circuited.

When energized the motor will run either normal (if NWR energized) or reverse (if RWR energized). They are polarity sensitive relays, usually QBCA1 and will only energize if polarity i s correct. Positive to R1 and negative to R2 contact. These relays have two heavy duty front contact which are capable of switching about 10 amp current on and off to the point motor.

They are energized by the NLR energized and RLR de-energized in the case of the NWR, and the NLR de-energized and RLR energized as in the case of the RWR. These contacts are double cut into the point relays, ie contacts in both positive and negative feeds.

Each relay is also controlled by the opposite relay being de-energized, ie RWR proved down in NWR circuit and vice-versa.

There are two contacts of each relay in the opposite circuit, ie: referring to the circuit diagram RWR A6/A5 and D6/D5 are in the NWR circuit. This is to prove that the whole relay is de­ energized as it is possible to have half the relay 'stuck-up' by failure of a set of contact strips. Relay rows A and B are operated by one strip from the armature and relay rows C and D from another. This then proves that the RWR is definitely de-energized before the NWR can pick and vice-versa.

Once the points have moved to the correct position, a polarized detection feed comes back to energize NWKR or RWKR (Figure 24) provided the detection corresponds to the position required by the interlocking (NLR/RLR).

The detector relay circuits (NWKR & RWKR) as well proving that the points  have corresponded to the lever and are locked (via NKR or RKR), also proves the following:-

  1. The opposing WKR de-energized, via a back contact 
  1. The corresponding NLR or RLR energized, thereby ensuring all interlocking functions are correct 
  1. The LWR (E.P. points,NOT SHOWN ) or Isolating Relay (electrical points) de-energized via back contact . This ensures that the points cannot be operated, except under normal operating conditions.
  1. For EP. points (Not shown here) that the Plunger Lock has returned to the normal position (locked), via plunger lock normal contacts. This ensures mechanically that the points will not move should the control valve be falsely energized, or "creep" open due to worn equipment.
  1. For electrically operated points, a contact of the EOL is included to ensure that while the EOL is withdrawn from the lock for emergency operation of points, both WKR's are de-energized, thereby ensuring that the signals protecting the points cannot be cleared, or the points operated from the control

With the points normal and called reverse, the points NLR is driven down and drops the normal detector (NWKR). A back contact of the NWKR closes the circuit for the points RLR, allowing the relay to latch up, providing that all interlocking functions are correct. This allows the points to then operate to the reverse position.

The point operation circuit has the additional protection of the IR (isolating relay).

Refer Figure 25. This proves all signals reading over the points normal, all direct locking tracks clear and no trains between the points and a protecting signal (unless moving away from the points.

The WTJR (where provided) disconnects the circuit to the point contactors if the points have been running too long. This will avoid damaging the point motor or clutch if an obstruction in the points prevents them completing their movement. 

IR's (for electrical operated points) or LWR’s (for E.P. points) prevent irregular operation of the points should the point lock relay, contactor or control valve be falsely energized whilst a train movement is taking place over the points.

The IR associated with electrically operated points can be of the neutral contactor type or a polarity sensitive relay and is installed at the points so as to be physically remote from the points contactor to prevent manipulation, or in the points location where the points contactors are of the relay type and thus sealed or located in the points machine.

The LWR is associated with E.P. points and is normally located adjacent to the points. When energized the LWR unlocks the facing point lock via the plunger lock and allows the points to move.

The IR or LWR check that the home signals protecting the points are normal and not approach locked, and that tracks from the home signals to the points, and the local tracks over the points are clear before the points can be operated to the next position. When the points have reached the required position the IR or LWR is open circuited by either a switch machine contact where the contactor type is used, or the relevant local detector relay (NKR/RKR) energizing where polarity sensitive relays are used and proved de-energized in the detector relay circuit (NWKR or RWKR).

Where polarity sensitive relays are used, for electrically operated points a contact of the EOL (Emergency Operating Lock) is provided and when operated manually, the isolating relay is open circuited.

The NKR and RKR (Normal and Reverse indicating relays), are located locally at the points and prove that the points have corresponded to the lever movement and are locked. They are divide into (2) two basic circuit types, those for E.P. points and those associated with electrical operated points. 

Figure 26 shows a typical NKR and RKR circuit used for electrically operated points using polarity sensitive relays. The points are proved Normal or Reverse and locked before the corresponding detector contacts are allowed to make. The opposing KR is also proved de­ energized via back contacts.

4 ROUTE LOCKING 

4.1 Principles

The control tables will often specify route locking to allow the route to be held in front of a train whilst being released section by section behind the train. This is effective as soon as the route is set and releases only after the passage of the train (or if no train has entered the route after the signal approach locking is released).

4.2 USR (Route Stick Relay) Circuits 

The relays used to lock each part of the route are called USRs, Route Stick Relays, which are energized when that section is free of route locking in the direction specified, and de-energized when route locked. A typical USR circuit is shown on Figure 27

 

The presence of the JR contact in the circuit will depend on whether the control tables specify a timed release.

The route stick relay in route control systems of interlocking performs a similar function to those in conventional interlockings where it may be used to:

  • maintain or hold the route locking to provide maintenance of selective overlap.
  • hold the route locking where a train has passed an outer protecting signal which is interlocked with the points, and the signal normalized with a train occupying the track circuits ahead of that signal.
  • qualify that portion of the route locking that would not be required where the route is signalled for both directions.

The route stick relay is a normally energized relay with a stick function the relay being held energized by the signal concerned at Stop (ALSR Energized). The relay is de-energized when the signal is cleared and will remain de-energized with the track circuit ahead occupied although the route has been normalized.

The USR is dropped by the ALSR down (signal cleared) and proved de-energized in the signal HR circuit.

Under certain conditions the USR may be required to be timed out to release the locking, and where this is required a front contact of the track time limit concerned qualifies the stick function to allow the relay to energize at the completion of the timing cycle.

An example of the function of a USR relay is shown in Figure 21 where 1 USR is used to hold the points lock relay de-energized for maintenance of selective overlap. 

5         SIGNAL ASPECT CONTROLS 

 5.1     Aspect Requirements

 Once any route has been set, it must be proved entirely, including any overlap before displaying an appropriate proceed aspect and relevant route information to the driver.

This may include track circuits and/or points depending on the type and geography of the route.

 5.2 UCR Circuits 

The UCR proves continuously that all conditions are present for the signal to clear. A UCR will generally be provided for each route.

The UCR relays are mounted in the main location and include all the functions normally placed in the HR circuits. In effect the UCR is an internal HR relay. The HR relays are located in the remote locations. The UCR drops the NGPR and then the USR and ALSR relays which are proved down in the outgoing HR circuit, in series with front contacts of the UCR. The UCR relays allow proving of internal relays.

UCR circuits will generally contain the following controls: -

a) A contact of the relevant RUR which only operates when the route is required to set.

b) The SR, which allows the signal to clear for one movement only 

c) Track circuits proved clear by TPRs. For main routes, the tracks will be proved clear to the end of the overlap. Where facing points exist in the overlap, tracks beyond the facing points will have NWKR or RWKR contacts in parallel to exclude tracks when the points are set away from them .

d) Points set and locked, using NLKPR and RLKPR contacts 

Also shown in the circuit examples are back contacts of the TZR (this will be present when automatic nominalization is required) and down proving of any track circuit timers which will be used to release route locking associated with the route.

Refer Figure 28 for a Route Checking Relay which the UCR circuit for No.1 signal where the route is proved set by the RUR being energized thereby ensuring that all interlocking is correct and all relevant track circuits, including selective overlaps are proved clear (energized).

This Figure 28  shows the UCR circuit for No3 Signal has four routes    

  • Main Route M(B)
  • Shunt Route S(B)
  • Main Route M(B)
  • Shunt Route S(A)

5.3  Different Types of Routes 

Where controls are common between different types of routes (e.g., 3(M)A and 3(S)A), part of the circuit can be common to both UCRs. In the example shown on Figure 28, the main route UCR will include track circuits, but the shunt route will not.

Such circuits can often be laid out in a geographical manner. The circuit designer should decide the most efficient layout by reference to the signaling plan and control tables. Where main and shunt routes exist from the same signal, the track circuits and overlap points will have to be separated out to appear in the (M)UCR circuit only.

5.4 Stick Relay 

The function of this relay is to maintain the signal at stop after the train has passed it. The signal will clear for one train movement only.  Once the train has occupied the first track in the route, the stick relay can only be reoperated by normalizing and resetting the route. If automatic working is required, an (A)SR will be provided to maintain the SR circuit energized.

The lever stick relay (SR) performs the same function as in a conventional interlocking. When a train passes a signal, the signalperson must pull the panel button to normalize the route before the signal can be cleared again.

Referring to the circuit Figure 29, with the passage of a train passed No 1 Signal 1, SR is de­ energized by 1AT track dropping and will remain down after the train has vacated the track until No 1 panel button is pulled to energize 1(N)R relay, where a pickup circuit is established via 1AT and 1(N)R contacts. 1 SR is held energized via 1AT track contact and 1 SR stick contact when the route is set by the operation of the panel button.

A front contact of 1 SR is included in No 1 signal control circuit (1 HR or 1 UCR if provided) and after the passage of a train past No 1 signal the SR contact prevents the signal from clearing again until the route is normalized and then re-set by the operation of the panel buttons.

The (N)R contacts in parallel with the route NLR contacts allows re-energization of the SR relay should power failure occur when a train is approaching the signal and the signal is showing a proceed indication, under which conditions the approach stick down would prevent energization of the route NLR (approach locking) when the panel button was pulled and it would not be possible to energize the SR relay to re-clear the signal unless the timing period of the ALSR had elapsed.

5.5 Approach Lock Stick Relay (ALSR)

5.5.1 Approach Locking (Requirement)

Approach Locking is achieved by means of an Approach Stick Relay (ALSR) and is provided on all controlled signals with the exception of certain starting signals. Its purpose is to hold the route locked, thus preventing the operation of points in the route and/or the setting of a conflicting route if the signal protecting the route has been returned to stop in the face of an approaching train.

A route becomes approach locked once a driver has seen a 'proceed' indication or has seen an indication at a previous signal which would indicate to him that the next signal is displaying a 'proceed' indication. Where long sighting distances are involved, 600 meters is considered a suitable approach locking distance to the first warning signal.

The approach stick relay is energized by front contracts of the NGPR i.e. signal at stop, and the approach track or tracks circuits to that signal unoccupied and will remain energized with the signal at stop via the stick path with the approach track occupied. The relay is de-energized when the signal for the route is cleared and will remain de-energized with the approach track occupied although the signal has been normalized. A front contact of the approach stick relay is included in the route NLR and prevents this relay from normalizing (latching up) when approach locking occurs as described above, thus preventing release of the interlocking.

When a route becomes approach locked it is impractical to hold the route locked indefinitely once the train has come to a stand. To overcome this and the need for the signal electrician to provide a 'release', a time release relay is provided (ALSJR). The relay commences its timing cycles once the signal has been returned to the stop position (NGPR) energized. A timing cycle of 120 seconds is provided for main line running signals and is considered sufficient to ensure the train has come to a stand. For shunting signals a time limit of 60" is provided.

A front contact of the time release relay is placed around the stick function of the ALSR and when energized allows the ALSR to energize.

5.5.2 Approach Locking (Operation)

The circuit for 3 ALSR as shown on Figure 30,and its various circuit paths are as follows: PATH No 1:- 3 ALSR will energize (approach locking not effective) if No 3 signal is at stop, (NGPR energized) and track circuits approaching No 3 signal (1AT and 1BT) energized, with the approach track to No 1 signal (54.5B) included if No 1 signal has not normalized (1 ALSR down). This arrangement satisfies the condition where a driver has seen an aspect at a previous signal which would indicate to him the next signal is displaying a proceed aspect.

The two-track occupation to release approach locking under normal running conditions is to overcome the problem of a track bobbing under a train thus releasing the locking.

PATH No 2:- Allows for energization of 3 ALSR when a train proceeds past No 3 signal in the normal manner and allows a release of approach locking should a long train be standing with its rear on the approach locking tracks. To guard against a release due to an intermittent failure of 3AT, either 3BT or 3XT must be shunted at the same time. To guard against a premature release due to a power failure and restoration, which will cause the track circuit PR’s to drop and then pick up, a front contact of POJPR, a power off time delay relay, is included in the release path. The POJR, which is the parent relay for the POJPR, is wired directly across the AC supply and does not make. Its front contacts until 30 seconds after the supply is restored.

PATH No 3:- The stick circuit holds the ALSR energized with the protecting signal (No 3) at stop and a train occupying the approach tracks.

PATH No 4:- Energizes the time release which allows the release of the approach locking when the signal has been cleared and then returned to stop with a train occupying the approach tracks.

5.5.3 Approach Locking (Testing ) 

There are 4 approach locking test performed in the logic.

Test1: Did the signal always stay at stop ?That is,  signal not shown a proceed aspect .Then it is safe to normalise the route when controller cancels the route  ,test passes and route get cancelled straight away

Test fails if signal started to clear or made an attempt to show a route indicator and if lamp is failed ,driver believe a proceed aspect.

Test 2 : Has no Train approached the signal ?Its is permitted to cancel (normalise) ,if approach tracks are clear (ie .Upto sighting distance of first caution-Comprehensive Approach locking ) .This means if no train approached test passes and route  get cancelled .If Train has approached the signal and controller put signal to normal ,test fails .This is checked for the track status from concerned signal looking back to first caution aspect (Comprehensive approach locking ) .Test 2 is required only when route is not approach controlled for Red (MAR ) or an automatic working facility.

Test 3:-Did Train enter the route ?If signaller cancels the route when train  entered the route already ,test passes because sectional route locking will protect the train (USR relay above ) .Test fails when route is cancelled while train occupy birth track and just entered .Sectional operation of track is 1st track clear ,2nd track  occupied ,AFTER first track occupied and second Occupied 

Test 4 : Did Train get Time to stop?.This is the last resort to normalise the route ,if all above 3 test fails when test sequence started and train seen a proceed or impression of proceed aspect .Then timer operates for the train to come to standstill OR  have to wait for train to pass the signal for sectional route locking to release (USR) .In UK practice for a Main Signal Timer is 180 seconds for comprehensive approach locking and 120seconds for Signals get approach locking "when cleared"   and in Australia it allow only 120 seconds for a train to come to standstill for main routes  or 60 seconds for shunt route  and approach locking get released after timer times out (Timer path on the ALSR relay ) .In nutshell for main line or loop line timer value is based on the class of route (Main Route  /Diverging Main Route) ,which is 180 seconds for UK and 120 seconds in NSW ,Australia.

If the route is Call on (Position Shunt Route  ) ,irrespective of straight route or shunt route approach release timer value will be lesser .Check with your railway for these values !

5.6  Signal Operation 

The UCR is at the interlocking. This will be used to operate a circuit to the HR at the location, controlling the clearance of the signal. Refer Figure 31 for a typical HR circuit for 1 Signal and 3 Signal where 3 Signal have both Main and Shunt routes.

The HR (Signal Control) Relay operates the signal lights to show a proceed indication from the Stop position and is located at the signal location.

The NGPR which proves the signal and train stop, if provided, have returned to normal, is proved de-energized in the HR circuit via back contacts.

The ALSR and ALSJR are proved de-energized and ensures that the approach locking requirement is effective.

The USR where provided is back proved thereby ensuring that the route locking is effective.

The UCR proves that all points are detected in the correct position and that the track circuits are unoccupied for the route set.

Refer Figure 32 for a Typical Signal Control Relay (DR) for green aspect.

The DR Relay when energized provides the full clear (green) indication in the signal. The relay is energized by a front contact of its own HR and the HR for the signal in advance.

Where single light colour light signaling is used, a front contact of the ECR for the signal in advance is included. This ensures that if a lamp fails in the signal in advance, the signal will only display a caution indication.

The VRR of the signal in advance is also included when train stops are provided.

To prove that the signal has responded to the interlocking control, an NGPR (signal normal - at stop) and an RGKR (signal cleared) are fed from the signal location back to the interlocking.

The NGPR (Normal Signal Repeat Relay) proves that all signal control and operating functions, ie:- UCR's HR's and train stop if provided, have returned to the normal position, signal showing stop indication.

The NGPR conveys this information via a front contact to the ALSR for the necessary proving, and the stop indication for the signal repeater in the diagram. It is also proved de-energized in the signal HR circuit.

The (RGKR) Reverse Signal Indicating Relay, indicates that the signal has been cleared and is energized by front contacts of the HR relay concerned. This relay provides the clear indication for the signal repeater. Refer Figure 33 for Normal /Reverse Signal Repeat Relays

Proof of signal normal is vital in the approach lock release. Both relays are used to provide control panel indications.

 

 6 ROUTE RELEASING

 6.1        Principles 

Route releasing comprises the following sequence of events: -

A) Initialization of route release - signalman pulls the signal button at the start of the route .If automatic normalization is provided, this will be initiated by the train passing the signal.

B) Release of approach locking on the signal - the train is proved past the signal (this may occur before  or after (A)), the train  has come to a stand  at the signal or there is no train approaching.

C) Release of the route up to the rear of the train, if any, known as sectional route release.

6.2 Approach Lock Release 

As far as the circuits are concerned, the first step must always be to operate the ALSR. The circuit is shown on Figure 30 above. Three separate circuit paths are provided to pick the ALSR according to whether the train is entering the route, the train has come to a stand at the signal or there is no train approaching.

The arrangement of this circuit will be determined by the "approach lock tracks" and "approach locking released by" sections of the control table.

Once operated, the ALSR will remain up until the signal is ready to clear again  for another movement.

6.3 Route Release 

Picking the ALSR will allow the NLR to latch up (Refer Section 2.12) provided the route has actually been cancelled.  This, in turn, will allow the USR (or the first USR if there is more than one) to pick as soon as the tracks are clear. It can therefore be seen that the route locking will always release behind the train.

If the route is cancelled with no train, the USRs will pick up immediately as all the tracks are clear.

7. OVERLAPS 

7.1 Principles

 Interlocking circuits are considerably complicated by overlaps. The controls must be accurately specified in the control tables and then translated into additional calling and locking circuits.

The circuits must ensure that any route requiring an overlap has that overlap (or an acceptable alternative) maintained as long as the route is set or there is a train in the route.

7.2 Aspect Circuits 

The UCR circuit will include the additional point detection and track circuits in the overlap. For signals with facing points in the overlap, all valid overlaps will be included, with the necessary conditions of the position of the facing points. The facing points themselves will only be detected where they are set and locked to prevent a confliction with another route.

7.3 Route Locking of the Overlap

 Where an overlap is provided, route locking must extend to the overlap. Normally a timed release is necessary to prove the train has come to a stand and allow the overlap to release when no route has been set forward from the next signal.

The USR will then include a TJR contact for the last track in the route in parallel with the TPR front contacts.

8 PRESET SHUNT SIGNALS 

Occasionally a preset (or facing) shunt signal is positioned within another route. It may either be operated on its own as a shunt signal or cleared by setting the main route (presetting). Once a train has entered the main route, the preset shunt must remain off until the train has passed it. The preset shunt may be replaced to danger in emergency, but this will not permit any release of the main route beyond the preset shunt.

The examples do not include a preset shunt signal. The main points to note are as follows: -

a) Main routes which require the shunt signal to be preset will first prove that the corresponding routes from the shunt signal are not in use (and vice versa).

b) Setting of the main route will initiate the presetting process.

c) The main signal will prove the shunt signal cleared in its UCR circuit. Pulling the signal button of the preset shunt will therefore return the main signal to stop.

d) Route locking for the main route will be effective to the end of the route, not just to the preset shunt signal. Once the train has entered the main route, it cannot be partially released beyond the preset shunt . A train cannot therefore be re-routed by cancelling the preset route and resetting for another route.

 

 

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Deepu Dharmarajan - Posted 4 years ago

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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