By Deepu Dharmarajan
Posted 4 years ago

CH23A | PRINCIPLES OF TESTING-FIXED BLOCK

Signalling

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 CONTENTS 

  1. Introduction
  1. Competence of Testing Staff
  1. Documentation
  1. Testing of Equipment Rooms and Location Cases
  1. Testing of External & Lineside Equipment
  1. Remote Control Systems
  1. Control Panels
  1. Power Supplies
  1. Functional Test of System
  1. Other Important Considerations
  1. Maintenance Testing
  1. Conclusions

Note: While these notes are based on the authors' understanding of current railway signalling practice in the United Kingdom/Australia and elsewhere, they must not be taken to modify or replace any existing rules, instructions or procedures of any railway administration. Where any apparent conflict exists, reference should be made to the appropriate documents produced by the administration of your organization or the operator of your railway.

1.             INTRODUCTION 

These notes deal with the principles of testing a new or altered block signalling installation. It is not possible to cover in detail the testing of specific types of equipment.

It must be stressed that these notes must not be taken as any form of testing instruction. The instructions and procedures issued by your own administration must be observed. Verification & Validation requirement of modern signalling system (Eg:Communication Based Train Control ) are more stringent and shall be referred to  CENELEC -EN50128 - Railway applications - Communication, signalling and processing systems - Software for railway control and protection systems & CENELEC -EN50129-Railway applications - Communication, signalling and processing systems - Safety related electronic systems for signalling.

This article cover the site specific testing V&V Process for modern signalling will be published in another article.

1.1.       Why Do We Test? 

It is vitally important for the safety of the railway that a signalling installation operates correctly. Prior to installation, the signalling equipment will have been specified and designed to sound signalling principles. At each stage the specification and design should have been checked. The installation should therefore be carried out to a correct and consistent set of drawings.

When installation is complete, a thorough test must be undertaken to ensure that the equipment as installed is correct to the drawings and also that it actually performs to signalling principles and basic safety rules.

It must be stressed that this is the last opportunity to uncover any errors in specification, design or installation before the equipment goes into service. The testing must therefore be done correctly and completely.

1.2.      What is to be Tested? 

For a new installation, the answer to this question is simple - everything. There will also be interfaces to existing equipment. These too must be tested.

For an existing installation which has been modified, it is not always so clear as to what requires testing. Obviously, all circuits and other equipment which are shown as altered on the drawings must be tested. However, it may be necessary to test some parts of the installation which remains unchanged. Although the work may have been confined to a small portion of the equipment, it may have been possible for an installer to have interfered with working circuits which were not part of the equipment to be altered.

1.3    Who Will Test? 

It is vital that all staff who undertake testing are competent to do the job. There must also be one person in overall charge of testing who will define the tests to be carried out in the form of a testing plan and ensure that the progress of testing is properly monitored and documented. The testing must be carried out independently of the design and installation. Persons who have participated in the design or installation process must never test their own work. It is generally acceptable for those who designed or installed the equipment to be involved in an assisting capacity.

Where testing is carried out by contractors or other external testers, the standard of testing must be maintained. The employing company must be satisfied that such testers are of the required standard.

The competence of testing staff will be covered in more detail in section 2 of this article.

This is a matter for the tester's skill and judgement. He must take into account the type of equipment and the environment in which the work is carried out. The limits of the testing should then be clearly defined in a testing plan.

1.4.        Where to Test? 

In many cases equipment can only be tested on site. This is particularly true of alterations. However, where new equipment is factory wired and delivered complete to site, it is very often easier to carry out some of the testing before it leaves the factory.

The continuity of through lineside circuits may often be tested before the equipment is connected at either end.

1.5.       When to Test? 

A basic rule which should always be followed is to test as much as possible before commisssioning. New installations may often be tested complete using suitable simulations for external equipment and interfaces to existing signalling.

Even with alterations, it is generally possible to reduce the amount of testing at the commissioning by testing any complete new circuits beforehand. It is often desirable to take this into account at the design stage. It may be better overall to replace a circuit which would be extensively altered with a complete new circuit rather than cut into the existing circuit in several places. The testing workload on commissioning may then be substantially reduced.

It should be remembered that testing staff are often under pressure at a comm1ss1oning. Testing staff are always the last to finish and they may well have been delayed by earlier stages of the work taking longer than planned. However great the pressure to do so, equipment must never be handed over to the operators until it has been fully tested. Testing as much as possible beforehand can help to reduce such pressures.

1.6.     How to Test? - The Management of Testing

This will be covered in detail in sections 3 onwards. A good tester is thorough and methodical. He works efficiently but does not rush. Testing does not only involve proving that what does happen should happen. It is much more important that the tester ensures that what should not happen does not happen.

One person must be appointed in overall charge of testing. He should first of all prepare a testing strategy. This should be done at an early stage. As the strategy adopted for testing and commissioning any project can have a significant bearing on costs, the testing strategy will need to be considered before financial authority is given for the project. The testing strategy should cover as a minimum the following matters:-

a) What will be tested?

b) How many staff, and with what specific skills, will be required to undertake all testing?

c) How long will the testing take, both before and during commissioning?

d) When will the equipment be available for testing and when is it required to be in service?

e) In what order should the tests be carried out?

f) What additional resources (equipment, transport, staff ) will be required and for what period.

This testing strategy must then be developed into a full testing plan detailing a programme of tests to be carried out (including those associated with the commissioning) and the individuals responsible, preparatory work required, possessions required, equipment, temporary work (simulations etc.), methods of working, methods of communication, and methods of recording.

This plan must then be thoroughly discussed with all those involved. It must also be independently checked. Once it has been agreed and approved, the testing plan must be communicated to everybody involved in the testing and commissioning programme. 

2.             COMPETENCE OF TESTING STAFF 

To be effective, testing must be carried out by competent staff.

It is therefore the responsibility of each railway administration to ensure that all staff who are entrusted with any part of the testing are competent to carry out their delegated tasks.

There are generally two ways to deal with competence of testers.

a) The duties of testing are included in the job specification and are implicit in taking up the post. The tester's ability will be known by his superior on appointment to the job and will be monitored by normal managerial processes. Suitable action must be taken by the manager (training, discipline, restriction of duties) if the tester is found to be deficient in any part of his work.

b) Formal processes of ensuring competence of testing staff may involve periods of instruction and/or experience in an assisting role (or under supervision), will usually require some form of examination, and will enable individuals to be certified. This certification will be required either as a qualification for a particular post or to permit the individual to perform specific duties. A specific time limit on the certificate should be considered, after which retraining and/or re-examination will be required.

British Rail originally adopted the informal approach. With the greater variety and complexity of equipment, faster changes in technology and the need to attain the highest standards of quality and safety, the emphasis has now changed to a much more formal system of training, examination and certification.

Sufficient staff must be trained and certified to carry out the required amount of testing, ensuring that testing remains independent of the design, checking or installation. Larger companies can usually justify the employment of specialist testing staff. Even so, there will be peaks (e.g. major commissioning stages) which require additional resources. Suitable design staff may obviously be employed but it is important to ensure the independence of all testing carried out by careful allocation of tasks.

Smaller companies with limited numbers of staff will obviously require their staff to be more versatile. It is even more important in this case to ensure independence of testing. It is a natural preference for railway companies to prefer to carry out their own final acceptance tests for equipment from external suppliers. However, if independence of testing cannot be ensured it may be better to employ suitably qualified contractors or consultants to undertake all or part of the testing. 

3.              DOCUMENTATION 

At each stage of testing it is important to document precisely what has been tested and by whom. Ideally a signature should be obtained from the person carrying out each part of the test although in practice it may not be possible to do this for some remote tests until some time after the test has been carried out.

To aid the tester full use should be made of check lists and other similar reminders. The person in charge of testing should ensure that a single log book is provided in which to document all queries and faults found. It will be necessary to provide multiple copies of entries in the log book so that these can be passed on to designers, installers or contractors (as appropriate) to take any action necessary and then reported back to the testers after corrective action has been taken.

Test certificates should be provided for each part of the work. These are then summarised into the required parts, building up to a master test certificate to cover the complete project.

All testers must adopt a standard method of marking diagrams and control tables so that there will be no ambiguity in the record of testing if one person has to take over from another. These standards should be issued as standard instructions or incorporated into the testing plan.

4.             TESTING OF EQUIPMENT ROOMS AND LOCATION CASES 

1.1.      General Inspection 

Before testing individual circuits, an inspection should be carried out to ensure that the correct equipment is in place and properly identified.

This inspection should include the following items:-

a)Location cases are correctly labelled .

b) All equipment is installed as specified on the drawings, to the correct layout and actually present.

c) All equipment which is pin coded or otherwise uniquely configured to its mounting (e.g. signalling relays) is of the correct configuration.

d) Cables and wires are of the correct size and type, correctly terminated and properly secured where appropriate.

e) Equipment is Where initial testing takes place off site, this check to be carried out again when the location or other equipment is installed on site.

4.2.       Wire Count 

The inspection above should have proved that the equipment is in place as specified. The next group of tests must prove that the circuits are wired as specified. As well as proving that each circuit exists as shown in the wiring diagrams, it must be proved that there is no electrical connection between circuits.

The presence of a wire forming part of a circuit can be proved by a continuity test (see 4.3.). The absence of any other wires will not necessarily be shown by a continuity test. By counting the number of wires on each terminating point of all affected items of equipment, the presence of unwanted connections between circuits can be proved. If all wires have been installed according to the diagram, the wire count will correspond to the contact or terminal analysis for each item of equipment in the circuit. Any unwanted connection to another circuit will be evident by an additional wire or wires to those shown.

4.3.       Continuity Test 

Using a bell or buzzer connected to a low voltage power supply, the continuity of each wire in each circuit should be checked.  Where practical (e.g. new installations) all relays, fuses and links should be removed. On working installations, it may be necessary to test an unterminated wire.  In this case the wire must be suitably labelled.  On commissioning, it must be checked that the wire has been terminated on the correct terminal.

4.4.      Circuit Test (Strap & Function Test) 

Persons carrying out this test must have a knowledge of the function and operation of each circuit being tested. To ensure that any earth faults are detected and eliminated, earth leakage detection is advisable on each leg of the supply for the duration of the test, if this                    is not already incorporated in the permanent power supply.

The object of this test is to ensure each circuit operates as intended.  Each circuit will normally have an end function (e.g. a relay) which operates when the circuit is fully connected.

The equipment should be set up so as to operate this function.  The voltage and polarity at the operating terminal (e.g. relay coil connection) should be observed using a meter or other suitable measuring instrument.

Having proved that the circuit  operates when  it should,  we must  now  break each switch, fuse, contact or link in the circuit, in turn, to prove  that the relevant  control  is included.  If there are controls in both legs of the circuit, each leg must be tested.

The contact should be broken by  energising  or  deenergising  the  relay  or  operating  the switch (as appropriate) and the change in voltage noted. The broken contact should then be strapped out and the voltage observed to return to its original value.

Where there are parallel branches of a circuit, all possible circuit paths must be completely tested.

It is important that any straps used for such tests are not left behind after the testing is completed. To avoid this possibility, a set number of straps shall be provided, identified and numbered.  Only these straps shall be used for circuit testing and they shall all be accounted for at the end of each testing session.

4.5.       Other Tests 

Other tests may also be required to ensure the correct functioning of equipment. Included in these are:-

a) Continuity, earth, and insulation tests on all cables.

b)Adjust and/or set all Where seals are provided, these should be in place before testing is complete.

c) Test all power supplies - see section 8.

4.6.        Other Precautions 

If a test panel or other temporary wiring is used to simulate external functions, all circuits must be fully documented and must be re-tested after removal before an installation is fully brought into use.

All redundant wiring to be removed must be distinctly identified (e.g. by tapes or labels of a specific colour). It may be desirable not to remove the wiring until the testing is complete. If this is the case, all removed wires must be completely insulated on disconnection until the wiring is removed. If possible, redundant wiring must be removed before the equipment is brought into use, otherwise as soon as possible thereafter.

 5.             TESTING OF EXTERNAL & LINESIDE EQUIPMENT 

Section 4 has dealt with the general method of testing the controlling circuitry. In addition, each item of external equipment must be tested to ensure its correct operation and that controls from and indications back to the interlocking function properly. The most common items of equipment are detailed below. Only general guidance can be given here. Additional tests may be necessary for specific types of equipment.

In general, it will be necessary to have one or more persons on the track to observe the operation of the external equipment and its controlling relays and circuits. Another person will be required to operate the signalman's controls and observe indications. Suitable communication must be provided.

Alternatively, it may not be possible for various reasons to use the controls from the interlocking. In this case, a temporary feed must be provided at the location to enable all local circuitry to be tested. The through circuits must be tested at a later stage when they are available. If it is not possible to carry out a complete test this must be recorded on the testing documents to ensure the remainder is subsequently tested.

5.1.       Power Operated Points 

A general inspection should be carried out to ensure that the points are correctly installed and labelled and that all cables are secured clear of moving equipment.

Toe points should be operated by hand to ensure that they move freely, each switch rail fits correctly against its respective stock rail and there is adequate clearance when the switch is open.

A wire count should be carried out on all terminations.

Before commencing the test, the tester on site and the tester at the control panel should confer to check that the site tester is at the correct set of points (name runing line and position relative to other equipment etc.). When describing the position of the points, the term "left (or right) hand switch closed" should be used rather than normal or reverse. Toe person at the control panel should then check correspondence with the controls and indications.

Earth leakage detection should be operative during all electrical tests.

Operate the points under power from the control panel to confirm detection at the location and the signal box, the panel indications and all controlling relays correspond with the position of the points. On 4-wire detection circuits the opposite circuit to that under test should be monitored to ensure that no irregular voltages appear during the operating cycle.

For each position of the points break each detection contact of each end of the points to ensure that the detection relay de-energises and the panel indications extinguish. Any supplementary detectors must also be included in this test.

Check that the clutch (where provided) slips at the correct current when an obstruction is placed in the switches and that the cutout timer operates correctly.

On multi-ended points check for correspondence. For example, if the points are normal, move each end to reverse in turn to ensure that detection is lost in each case. Check all possible permutations of normal and reverse to ensure that normal detection is only obtained when all ends are normal. Each supplementary detector, if provided, must be separately included in this test. Repeat for reverse detection.

5.2.       Signals 

Firstly, visually check the signal to ensure that the profile of the signal is as shown on the signalling plan and agrees with all documented sighting requirements. The correct identification plate must be fitted and other items such as signal post telephones and emergency replacement switch (if provided)  should be correctly fitted and labelled.

If possible the signal post telephone(If present)  should be in working order so that it can be used for the test. Where the facility is provided, the signalman's telephone equipment should indicate the correct signal to which he is speaking.

Check inside the signal head that the lamps are of the correct type, close-up segments are correctly positioned and filament changeover relays(if incandescent signal used )  are present. Check for correct alignment and sighting of the signal. Carry out a wire count on all terminations.

Check by operating the control relay(s) that the correct aspects and route indications are displayed. All routes must be tested. Check each main aspect lamp in turn to ensure that only the main filament illuminates and that filament changeover relays and associated indications function correctly when the main filament fails. Lamp proving should continue to operate when the main filament fails. Check its correct operation by simulating failure of both filaments. For LED signal lamp proving relay shall be tested (ECR) .Some modern interlocking products have direct signal driving card  ,capable of detecting current for lamp proving functionality .This shall be tested for  the functionality when LED signal fail.

Where junction or route indicators are lamp proved, test that the failure of the required number of bulbs maintains a red aspect in the signal.

Check for the correspondence of indications to the aspect(s) displayed for all indicated signals. Where the signal is not indicated (automatic signals) test the aspect lines to the signal in rear.

5.3.       Automatic Warning System, Trainstops and ATP Systems 

On many British Rail main lines, the electro-magnetic Automatic Warning System (AWS) is still fitted as standard. The following procedures apply to testing the track mounted equipment.

Inspect the track mounted equipment for correct layout, height relative to the rail and distance from signal(s). Check that the internal links in electro-inductors are correctly connected for the supply voltage used.

Test each permanent magnet and inductor with a strength and polarity meter. The electro-inductor should be tested for each aspect of the respective signal(s) and should only be energised for a green signal.

Suppressor inductors should respond to the controlling relay.

Where other similar warning or automatic train protection equipment is provided, its correct operation in conjunction with the signals must be tested.

For a trainstop, inspection should check that it is securely fixed to the sleepers in the correct position relative to the signal. Height relative to and distance from the running rail must be within tolerance. The arm must be checked in both raised and lowered positions. The arm should not be bent or otherwise damaged.

Setting of indication contacts must be checked for tolerance. A wire count should be carried out on tail cable terminations.

Depending on the type of trainstop, the lowering mechanism or circuit should cut off and the holding device should operate at the end of travel when lowering. Disconnection of the operating circuit should result in the trainstop returning to the raised position.

Normal and reverse indication circuits should be checked for correct operation via the allocated contacts. The operation of the trainstop with the signal may be checked at this stage or when performing the aspect sequence test. Energisation of the signal operating relay (HR or equivalent) should cause the trainstop to lower. The signal should remain at danger until the trainstop is fully lowered.

Locking the trainstop arm down should prevent the signal in rear from clearing when the signal is at stop. Unless the controls specify otherwise, the signal in rear should be able to show a caution aspect when the signal associated with the trainstop has cleared again.For ETCS Level 1 ,Transponder position shall be checked against transponder layout plan /signalling scheme plan. functionality shall be tested to ensure signal aspects are replicated and signals transmitted to train antenna to capture.

5.4.  Track Circuits 

The full length of the track circuit must be examined to ensure that its limits agree with the bonding plan, all bonding (including traction bonding) is in position and correctly secured to the rail and all block joints and track circuit interrupters (where specified) are present. Staggering of block joints, spacing of adjacent block joints, clearance points and track circuit minimum and maximum lengths must conform to laid down requirements.

The lineside/location equipment must be inspected to ensure that the correct equipment has been provided and that it is compatible with all adjoining and parallel track circuits.

A wire count should be carried out at all disconnection and termination points.

Check the required voltages/currents to ensure that the track circuit has been correctly set up and test for correct operation by shunting the track circuit at several places, including all extremities. On jointless track circuits ensure that the actual limits of the track circuit are as specified.

If all or part of the track circuit has excessively rusty rail surfaces, the drop shunt test should be repeated after the rails have been cleaned sufficiently by-passing trains.

With all adjacent track circuits energised, disconnect the feed and check that the relay de-energises. This ensures that cables are not transposed and/or voltages are reaching the track relay from adjacent feeds via the rails. Any residual voltage on the rails should be below a specified safe level which will not under any circumstances energise the relay.

Check polarities for staggering with respect to adjacent tracks and test that the correct indications operate when the relay is deenergised. All sections of a multi-section track circuit must be tested.

5.5.  Axle Counters

The full length of the axle counter section must be examined to ensure that its limits agree with the bonding plan.

A wire count should be carried out at all disconnection and termination points.

Axle counter power On test shall be performed and section occupancy and clearance shall be checked by running Trains .

Axle counter data upload check list shall be completed with file name ,version CRC   and shall be maintained with relevant signatories signing the form.

Counter RESET functionality shall be carried out to check the counts “forgotten’ are reset  via train sweeping and counter reset to be tested .

 5.6.   Level Crossing Equipment 

Check that the layout of the equipment corresponds to the drawings and all equipment is  of the correct type. Telephones where provided should be operational and give the correct indication to the signalman when in use. All indications (e.g. road signals, barriers, power supply) should be tested for correct operation.

To test the operation of the crossing equipment, the same tests should be applied to the controlling equipment as those specified for locations and relay rooms (section 4).

6.  REMOTE CONTROL SYSTEMS 

The main test of any remote-control system is that each output responds to its associated input and does not respond to any other input. This is best done for TDM equipment by first checking at the inputs and outputs of the TDM equipment itself and then testing between the signalling input and the corresponding signalling output. For FDM systems, each receiver should respond only to its associated transmitter. Where several parallel systems are in operation tests should be made to ensure that crosstalk is within safe limits.

Line voltage levels should be checked to the equipment specification.

Where automatic line or system changeover is provided, simulate a failure to ensure that the changeover operates correctly. Check that all system alarms operate correctly. Check that the failure of a TDM system produces the correct warning indications on the control panel.

If the remote-control system performs any button or indication processing, outputs should be tested individually to confirm that they are only produced by the correct combination and/or sequence of inputs.

7.    CONTROL PANELS

It is vitally important that the control panel (or VDU graphic display) represents accurately the layout of the track and signalling. It should be checked to both the signalling plan and the panel drawing.

Check that the correct relay(s) or remote-control input(s) respond to buttons and switches. Check that incoming indication circuits illuminate the correct lamp(s) on the panel. Indications which are combined at the signal box (e.g. point indications in route lights and track indications over points) should be checked for correct operation.

Check that the correct indications are shown under remote control failure conditions.

8. POWER SUPPLIES 

Before testing any power supplies ensure that the correct safety precautions are taken for the highest voltage likely to be present.

The main tests which could have serious implications for safety are the polarity of each supply and the operation of earth leakage detection.

Other tests are mainly concerned with the reliability of the supply and its ability to carry out its required function. A wrongly rated fuse for example may not cause a wrong side failure but could cause serious disruption if a cable bums out.

Measure all voltages to ensure that they are within 10% (or other specified tolerance) of the required value. In particular check the voltage at the supply point under light load conditions and the voltage at the end of each feeder under maximum load to ensure that these tolerances are not exceeded.

Check all fuses are of the correct rating and that there is the correct fuse discrimination.

Where equipment is commissioned in stages, power supplies should always be re-tested whenever the addition or removal of equipment significantly alters the electrical load. Because of interaction between the various electrical loads and the distribution system, final adjustment of power supplies may not be possible until all other equipment has been connected.

9.             FUNCTIONAL TEST OF SYSTEM 

Many separate parts of the signalling system will have been tested beforehand. It is important that, before any equipment is brought into use, the signalling is tested as a complete working system. If it has not been possible to do so beforehand, each through circuit must be tested complete to ensure that all controls and indications operate correctly to the correct function.

The signalling must then be tested to ensure that it conforms to the control tables and to signalling principles. It is possible to carry out both these tests at the same time as described below.

The aspect sequences between all signals must also be tested by observation of each signal.

 

9.1 .       Through Circuits 

All circuits, whether direct wire or via a remote control or data link must be tested to/from the controlled function. Where cables are terminated intermediately, the polarity is to be checked to confirm that there are no crosses in the circuit. Polarised circuits are to be tested to ensure that they only operate on the correct polarity of supply.

9.2.       Control Tables Test 

This test ensures that the interlocking performs according to the control tables. It must always be remembered that we are testing that unsafe situation will not occur rather than looking for the expected clearance of signals and movement of points.

Therefore, as an example, when testing the controls on a signal, the route should first be set and the signal cleared. Each individual control must then be removed in tum to prove that the signal will return to danger each time. Similarly, route locking should be retested as the train clears each track circuit.

A test panel, wired to a bank of switches to disconnect each incoming indication circuit, is the normal means of testing that items such as track circuits, point detection and lamp proving are included in the appropriate controls. It is vitally important that the test panel wiring itself is documented and tested on its installation and again on its removal.

Generally, the tester in charge of this test will require an assistant to operate the various functions from the test panel, If a principles test (see 9.3) is carried out at the same time  he must also have an assistant to mark off each item on the control table as it is tested.

The main tests to be carried out are listed below although this is not an exhaustive list.

9.3.       Principles Test 

As previously stated, this can generally be carried out at the same time as the control tables test. The tester must request all controls from his knowledge of signalling principles, not by reference to the control tables. He must not be led by the checker, who is recording the progress of the test on a copy of the control  tables.

The checker should only intervene if the controls have not been completely tested. In this case the checker and tester must resolve any discrepancies before proceeding. Remembering that any redesign must be independently checked and tested, testing staff should not become involved in the detail of any circuit alterations required as a result of incorrect controls discovered during testing.

Where circuit alterations are necessary, all previous tests should be repeated on the affected circuits before continuation of the principles test.

As well as tests between conflicting routes and points, the tester should also attempt to test as many other routes and set up as many other independent conditions as possible during testing to prove the integrity of the signaling.

9.4.       Aspect Sequence Test 

Although the individual signals will have been tested to their controlling relays, this is a vital test which ensures the correctness of all circuits between signals so that the correct aspect is displayed to the driver.

The control tables may be used for this test but it is often easier and more efficient to use an aspect sequence chart. Signalling plans should not be used alone unless they show complete and unambiguous aspect sequence information.

All signals should be cleared to all possible aspects for each route. The aspects of all signals which are dependent on that aspect are to be observed and checked for correctness.Lamp proving controls should be tested.

For automatic signals, the presence of all track circuit controls should also be tested. Trainstop proving controls should also be tested where appropriate.

10.             OTHER IMPORTANT CONSIDERATIONS 

It has been stated previously but it will be repeated here that all redundant and temporary test wiring is best removed before the signalling is brought into service. If this cannot be done, wires to be removed must be insulated at both ends and suitably identified. The removal must take place as soon as possible after testing. The removal of temporary wiring will require a further possession. The circuits affected must be fully tested.

Effective communication is vital to efficient testing. All instructions and messages must be clear and concise. Standard forms of messages should be used where possible. Messages should be repeated where necessary.

Where radio or telephone communication is used, each person must be clear whom he is speaking to.

When requesting an action, confirmation that it has been done should be obtained before noting the results of any test.

Consistent terminology should be used throughout Examples are:-

a) Relays - "up" or "down", "normal" or "reverse".

b) Points - "left hand switch closed" or "right hand switch closed"

c) Signals - state lamps illuminated, not meaning of aspect (e.g. "yellow",not caution or "two green lights", not clear). Give number, letter or position for route, junction or turnout State whether or not marker lights are illuminated and if the main signal red lamp(s) remain alight when the subsidiary signal is in use. Trainstop position (where fitted) should also be stated.

d) Track circuits - "clear" or "occupied".

There are many advantages to running a test train as an additional final test.

Finally, however thorough the test there are likely to be some further adjustments (e.g. power supply voltages, signal lamp voltages) necessary after commissioning. Remember that the equipment is now working and possessions will have to be requested and arranged.

11.             MAINTENANCE TESTING 

All of the preceding paragraphs refer to the testing required for new and altered signalling installations. The high degree of testing is necessary because the equipment has not been used in service before or its controls have been altered.

Testing is often necessary during maintenance activities, either as part of the routine replacement of equipment for servicing or during the rectification of a fault. In general the scope of testing under these circumstances is much reduced. This can be justified provided the work comes within any of the following categories:-

a) like for like replacement of equipment. The signalling controls and the function and arrangement of all circuits are unaltered. When the work is complete, existing wiring diagrams are still valid.

b) Circuit diversion. Re-routing part of an existing circuit through another identical item of equipment, e.g. bypassing a faulty cable core or relay contact. The function of the circuit is still identical. The form of the wiring diagrams is unaffected but allocations will change and suitable record must be made of the alteration, whether temporary or permanent.

c) Temporary disconnection of a circuit and its subsequent reconnection in the same form, to enable engineering works to take place (e.g. the disconnection of track circuits or the removal and replacement of a trainstop while permanent way renewals are carried out). If the work affects the form or function of a circuit (e.g. track circuit bonding changes) tests must be carried out as for new work.

Under the above conditions, a detailed test of all controls is not necessary because the majority of the circuits have not been altered. The purpose of testing under these conditions is to prove that the replacement equipment has been correctly connected and is in working order, a diverted circuit is connected in the same manner as the circuit replaced or disconnected equipment has been replaced in its original state.

It is not possible to give comprehensive rules to cover all known situations but the following principles should provide useful guidance.

11.1.        Preparation and Planning 

Even with the smallest job, adequate preparation and planning can assist in the prompt execution of a job and its completion without any mistakes. It is often useful to identify the tasks involved and write them down as a check list. In effect, this is a simplified form of the test plan used for new works.

If wiring is to be removed and later replaced, the wiring should first be checked to ensure that it corresponds to the wiring diagrams (e.g. by wire count) and any affected wires labelled.

Before any work is started, replacement equipment should be inspected and, where possible tested, to ensure it is of the correct type and in full working order. Where more than one item of equipment is involved, all equipment should be available at the site of work.

Cable cores and other wiring to be used for diversion of circuits should be tested for continuity and insulation to earth. Contacts on relays should be checked that they are of the same configuration as the faulty contact (i.e. front or back).

If a component or module to be replaced has any variable settings, a note should be made of the existing settings for later reference (e.g. track feed resistor/capacitor, power supply transformer tappings). This will aid setting up but does not avoid re-testing of circuit values and adjusting as appropriate.

11.2.       Execution of Work 

Make the necessary arrangements for possession of the affected equipment and ensure that the appropriate rules have been complied with before commencing work. Take the necessary steps to ensure staff safety by switching off power or disconnecting circuits as appropriate.

As the work progresses, check that each step has been carried out before proceeding to the next. Where wiring has to be replaced, check that the termination point of each wire conforms with the labelling and carry out a wire count when all wires have been replaced on their terminations.

Depending on the type and scale of the work, it may be better to test in stages or to carry out a single final test.

Do not hand back equipment to service until testing is complete.

 

11.3.       Testing on Completion 

Ensure that equipment is correctly fitted and secured. Carry out a wire count on all terminations where wires have been removed and/or replaced.

Carry out any earth or insulation tests according to the type of equipment.

Perform any mechanical adjustments of equipment (e.g. point machines) before applying power.

Test for the correct operation of the new or replacement item of equipment in the existing circuits. Full circuit tests should not need to be carried out on parts of the circuit which have not been affected.

Ensure that equipment is labelled correctly.

11.4.       General Precautions 

Although it is important that persons do not test their own work, the strict requirements for independence of new works testing are not necessarily appropriate for maintenance testing. Much work, particularly fault rectification, will be done by a small team of perhaps two or three staff. One of these may need to perform lookout duties.

It is therefore permissible in most cases for one person to direct and test the work provided he does not participate in the detail of the installation.

It is essential when carrying out any work that complete current circuit diagrams are available. If an alteration to equipment allocation is necessary, this should be noted on the wiring diagrams and (if permanent) arrangements made for the records to be amended.

12.              CONCLUSIONS 

Following testing, the equipment is brought into use. It will now be used to control real trains. Rigorous design, checking and installation procedures, together with the tester's skills must have eliminated any remaining errors in design and installation. The only acceptable level of accuracy is 100%. Testing is the last defence against any previous errors. The safety of the railway depends on it.

NOTE : Read Chapter CH23B | "Verification ,Validation and Trial Run "  detailing a CBTC  system approach testing model 

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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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