Technical Note - TN 026: 2016 For queries regarding this document [email protected] www.asa.transport.nsw.gov.au Technical Note - TN 026: 2016 Issued date: 15 April 2016 Effective date: 15 April 2016 Subject: Withdrawal of EGG 1541 Design Guideline for Supervised Locations This technical note is issued by the Asset Standards Authority (ASA) as a notification to remove from use RailCorp standard EGG 1541 Design Guideline for Supervised Locations, Version 1.1. This technical note advises that the published standard EGG 1541 is withdrawn. Design requirements associated with supervised locations are now captured as part of the automatic train protection (ATP) project and the System Integrator's processes and specifications. Refer to the advanced train control migration system (AMS) project for details. Authorisation: Technical content prepared by Checked and approved by Interdisciplinary coordination checked by Authorised for release Name Daniel Oakes Peter McGregor John Paff Graham Bradshaw Position Principal Engineer Technical Standards Lead Signals and Control Systems Engineer A/Chief Engineer Director Network Standards and Services Signature Date © State of NSW through Transport for NSW Page 1 of 1 Withdrawn under TN 026: 2016 Engineering Guideline Signals EGG 1541 DESIGN GUIDELINE FOR SUPERVISED LOCATIONS Version 1.1 Issued 27 September 2012 Owner: Chief Engineer, Signals and Control Systems Approved by: Warwick Allison Chief Engineer Signals and Control Systems Authorised by: Geoff Yarrow Principle Engineer Signalling Principles & Design Technology Disclaimer This document was prepared for use on the RailCorp Network only. RailCorp makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems or work or operation. It is the document user’s sole responsibility to ensure that the copy of the document it is viewing is the current version of the document as in use by RailCorp. RailCorp accepts no liability whatsoever in relation to the use of this document by any party, and RailCorp excludes any liability which arises in any manner by the use of this document. Copyright The information in this document is protected by Copyright and no part of this document may be reproduced, altered, stored or transmitted by any person without the prior consent of RailCorp. UNCONTROLLED WHEN PRINTED Page 1 of 15 Engineering Guideline Design Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations EGG 1541 Document control Version 1.0 1.1 Date 30 July 2012 27 September 2012 Summary of change New document. First Issue Figure 15 update; Catch Point information added; Table 1 updated Summary of changes from previous version Summary of change Figure 15 updated Catch Point information updated. Addition of Figure 12/Figure 13 and associated details. Transcription in ATP Data table updated. Figure 10 and details included. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Section 5.2.4 5.1.7 6 5.1.5 Page 2 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations EGG 1541 Contents 1 Background .............................................................................................................................4 2 Purpose ....................................................................................................................................4 3 References...............................................................................................................................4 4 4.1 4.2 4.3 Concept ....................................................................................................................................4 ATP Overlap..............................................................................................................................5 Danger Point .............................................................................................................................6 Shunt Routes ............................................................................................................................6 5 5.1 Specific Applications..............................................................................................................6 ATP Overlap..............................................................................................................................7 5.1.1 Conditional/Low Speed Overlap and Full Overlap ....................................................7 5.1.2 Swinging Overlap.......................................................................................................7 5.1.3 Multiple Routes ..........................................................................................................8 5.1.4 Level Crossing ...........................................................................................................8 5.1.5 Buffer Stop.................................................................................................................9 5.1.6 Unwired Track..........................................................................................................10 5.1.7 Catch Points ............................................................................................................11 5.1.7.1 Trailing Points (Converging Tracks).........................................................11 5.1.7.2 Straight Track with Catch Points ..............................................................11 Danger Point ...........................................................................................................................13 5.2.1 Facing Points ...........................................................................................................13 5.2.2 Trailing Points (parallel tracks) ................................................................................13 5.2.3 Opposing Routes .....................................................................................................14 5.2.4 Multiple Danger Points.............................................................................................14 5.2 6 Transcription in ATP Data ....................................................................................................15 © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 3 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 1 2 3 4 EGG 1541 Background ATP does not absolutely prevent trains passing signals at Stop, due to limited accuracy of odometry, and (in Level 1) the need for a train to move right up to the signal to get information updates. For this reason a Supervised Location is normally used, being a point some distance beyond the End of Authority, within which the train should not be exposed to risk of collision if it does pass the signal at Stop. This is similar to the overlap used in conventional signalling. ATP calculates braking to the supervised location using the emergency braking parameters programmed in the onboard and assuming the odometry is at the worst-case limit of accuracy. It is important to understand however that when a fixed release speed is used, it may be possible for trains to pass the supervised location, albeit at less than the nominated release speed. Purpose This purpose of the design guideline is to provide guidance for signal designers when identifying supervised locations on signalling plans, in particular ATP overlaps and danger points. This guideline identifies examples and scenarios from the current RailCorp network, and how the overlap and danger point will be determined. References The following guideline should be read in conjunction with the following documentation: • Signal Design Principle – ESG 100.31 • RailCorp ETCS Signalling and Operating Requirements Concept There are two types of Supervised Locations: a) the ATP overlap, & b) the Danger Point The Supervised Location is that point which the train is targeting as the furthest point ahead beyond which the train must not pass. It is usually past the EOA. The Supervised Location changes from the overlap while the train is approaching, to the Danger point after the train has stopped at the EOA. The train is considered to have stopped at the EOA if it has: 1. Timed out on a route locking release timer on the signals berth track circuit (or the virtual representation of this onboard), or; 2. The train actually comes to a stand within the timing area. ATP Overlap An ATP overlap acts the same as an ordinary signalled overlap. It is a safety margin past the End of Authority. When a movement authority is provided to a train approaching the EOA, it has a release speed which is calculated on board to be suitable for the emergency braking distance provided by the overlap. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 4 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 4.1 EGG 1541 Similar to the time release of signalled route locking, when the train enters the timing track circuit, a timer commences that when it expires, or the train becomes stationary within the timing area, the overlap expires and the release speed is reduced. Due to the safety-critical nature of the release, the onboard determines that it has entered the timing distance based on the maximum front end, i.e. half the confidence interval ahead of the estimated position. This combined with the immediate release when the train stops within the timing distance, means that even if the timing start location is at the End of Authority and the timer is set to be infinite, a train stopping close to the signal would release the overlap because the maximum safe front end would be beyond the timing start location. For this reason, where there is only one supervised location applicable, it shall be coded in the ATP data as the Danger Point. Danger Point When a train is at a stand at a stop signal, and the overlap has timed out, conflicting routes may be set ahead of it. If the train proceeded against the signal, the closest point where it would potentially come into conflict is the Danger Point. Where the overlap is plain track, and no closer conflict point exists, the Danger Point is to be coded as the Overlap point (i.e. ATP records the DP). If no Danger Point is defined, then the EOA becomes the Supervised Location. This will make it difficult for a train to then move up to a signal to collect a new movement authority. ATP Overlap ATP can use only one overlap, so where multiple overlaps exist (e.g. through facing points, or conditional and full overlaps) the shortest overlap distance shall be used. Where the full overlap is the Supervised Location past an End of Authority, such as an automatic signal, the full overlap will then be classified as the danger point during the ETCS data preparation. Figure 1 : ATP Overlap For an overlap immediately past a controlled signal only where the existing overlap is greater than 500m, the ATP overlap (and distance) will be marked on the signalling plan at a location 500m beyond the End of Authority as shown. If the overlap exists in the down direction, it shall be noted above the running track on the signalling plan. Should it exist in the up direction, it shall be noted below the running track. This restriction does not apply to Starting signals or Home/Starting signals where their overlap is beyond the next automatic signal, but it does apply to the preceding signals’ overlap at the Home or Home/Starting signal. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 5 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 4.2 4.3 5 EGG 1541 Danger Point Notwithstanding the need to code an Overlap as a Danger Point where the signalled overlap is not time limited, the Danger Point shall be determined as a safe point before the first potential conflict beyond the End of Authority. Where a Danger Point is to protect a convergence (points or diamond crossing), the danger point shall be determined as the surveyed clearance point. Where the clearance point is not specified, the danger point shall be determined as 3 metres before the location at which the gauge face of the rails are 2170mm apart. Unlike conventional signalling overlaps, the Danger Point is referenced from the immediate signal at stop, not the signal issuing the Movement Authority. Shunt Routes For shunt routes, the supervised location will be defined as the End of Authority and a fixed release speed will be set at 25km/h. Specific Applications Route Movement Authority EOA NB: Can also be Danger Point if no crossover ATP Overlap (500m) Overlap ATP Danger Point (200m) Danger Point 101 103 101AT 101BT 103AT 103BT Clearance Point 103CT 101, ATP 101 (500m) Figure 2 : Limits of Supervised Locations The definition of ATP Overlap and Danger Points is outlined (diagrammatically) above. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 6 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 5.1 5.1.1 5.1.2 EGG 1541 ATP Overlap On signalling plans, the distance from the End of Authority to the end of the Overlap shall be specified along with identification of the signal route for which the overlap is applicable. For each overlap, the applicable route shall be specified (M), (M)A, (M)B, etc (Shunt overlaps not considered). Following a geographical survey of the infrastructure, the ATP overlap distance shall be updated to reflect the accurate measurement recorded on site. For correct symbology of the ATP overlaps, refer to TMD0001 CAD Manual. Conditional/Low Speed Overlap and Full Overlap Figure 3 :Conditional/Low Speed Overlap and Full Overlap 101 signal route full and conditional overlaps are shown. ATP uses the shortest overlap available as the ATP overlap: ATP 101(30m). Swinging Overlap Figure 4 : Swinging Overlap Existing signalling arrangements specify two possible overlaps for 101 signal; through facing points normal and reverse. ATP will use the shortest signal overlap past the End of Authority as the supervised location. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 7 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 5.1.3 5.1.4 EGG 1541 Multiple Routes Figure 5 Multiple Routes Multiple routes from 101 to three alternate End of Authorities, as shown. Each signalled route ATP overlap is specified. Level Crossing Figure 6 : Level Crossing with active protection Level crossing with active protection shown. A movement authority can be granted to a signal which qualifies the crossing while at stop (103 signal) with the crossing not operating. Under this condition, the ATP emergency brake supervision of an approaching train will be maintained up to the nearest edge of the crossing (supervised location). © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 8 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 5.1.5 EGG 1541 Figure 7 : Level Crossing with Automatic Signals – no protection Where the signal is an automatic signal located on the approach to the level crossing and the signal overlap extends over the level crossing, the supervised location will be the signal route overlap. This is because the level crossing will always operate on train approach whether the signal is clear or at stop. Buffer Stop Where trains need to closely approach buffer stops in regular service (e.g. terminal platforms), the conservative estimation used for emergency brake parameters and the limitations of odometer accuracy would force trains to approach very slowly. To minimise the operational impact (i.e. forcing the driver to approach the platform at a lower speed than usual) while still mitigating risk of buffer stop collision, a virtual supervised location shall be used 40m beyond the buffer stop, and a low fixed release speed will be sent. End of Authority 101 103 101 AT Unique SVL: ATP 103 (40m) 103 AT Movement Authority Terminal Platform Virtual Supervised Location Figure 8 : Virtual Supervised Location beyond Buffer Stop Where there is an overrun distance between the operational stopping location and the buffer stop such that the supervised location can be located before the buffer stop, then the buffer stop may be used as the supervised location. Figure 9 : Supervised Location at Buffer Stop Buffer stops located on lines other than at terminal platforms shall have the unique supervised location positioned at the End of Authority, and a low release speed sent. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 9 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 5.1.6 EGG 1541 Figure 10 : Supervised Location at Buffer Stop – non-terminal platform Unwired Track For a Movement Authority granted from 101, the last limit of signalling authority (shunting limit) shall be treated as the Unique Supervised Location. For a Movement Authority granted from 103, the last limit of signalling authority (shunting limit) shall be treated as both the End of Authority and the Unique Supervised Location. The ATP Overlap for any previous End of Authority shall not be beyond this location. End of Authority (101) 101 © RailCorp Issued 27 September 2012 103 Shunting Limit 101AT Movement Authority ‘Electric Trains Stop’ Unwired Section 103AT Movement Authority ATP Overlap 101 Unique SVL - Overlap ATP 101 (200m) Figure 11 : Unwired Track UNCONTROLLED WHEN PRINTED Page 10 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 5.1.7 Catch Points 5.1.7.1 Trailing Points (Converging Tracks) 5.1.7.2 EGG 1541 Figure 12 : Trailing Points (converging tracks) and Catch Points Where two tracks converge into one (and catch points are provided on the converging line), the Unique Supervised Location shall be the surveyed clearance point* (or 3m before the location at which the gauge face of the closest rails are 2170mm apart if the clearance point is not surveyed). The catch points themselves are not specifically treated as the danger point, as the unique supervised location will never be reduced after the operation of the route holding release timer. *Note – generally, the clearance point and the start of the throw off rail of the catch points are aligned - as per Figure 14. Straight Track with Catch Points Where catch points are provided with straight track and the throw off rail is closer to the End of Authority than the Clearance Point, the start of the throw off rail is considered to be the unique Supervised Location. © RailCorp Issued 27 September 2012 Figure 13 : Straight Track with Catch Points UNCONTROLLED WHEN PRINTED Page 11 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations EGG 1541 Figure 14 : Catch Points Supervised Location Note: The unique Supervised Location for catch points is depicted as the switch blade on signalling plans. The actual location of the unique Supervised Location on the track shall be considered to be the start of the throw off rail, as per Figure 14. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 12 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 5.2 Danger Point 5.2.1 Facing Points 5.2.2 EGG 1541 Figure 15 : Facing Points With a train signalled from 101 to 103 with one of the overlaps occupied, the points are locked in the unoccupied overlap position (overlap maintenance applied). After the train times out on the berth track to 103, the points are free to swing to the occupied overlap. The danger point is defined as the closest end of a track circuit which could be occupied while still allowing the points to swing, i.e. first track circuit beyond the points’ ‘dead’ locking. Trailing Points (parallel tracks) End of Authority 101 ATP Overlap ATP DP 103 (20m) 103 101AT 103AT 103BT Movement Authority 103CT 101, ATP 101 (150m) Figure 16 : Trailing Points (Parallel Tracks) Where trailing points (or a diamond crossing) fall within the overlap, the Danger Point shall be the clearance point. Where the clearance point is not clearly defined, the Danger Point shall be 3m before the location at which the gauge face of the closest rails are 2170mm apart. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 13 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 5.2.3 5.2.4 EGG 1541 Opposing Routes Figure 17 : Opposing Routes In the absence of any other hazards, there is no need to specify a danger point where opposing routes have overlaps that coincide; i.e. only the Overlap and not the Danger Point shall be specified for respective Movement Authorities. Multiple Danger Points Figure 18 : Multiple Routes Where multiple points configurations exist, all conflicting movements for each respective route must be considered when determining the closest conflicting point past the End of Authority as the Danger Point. © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 14 of 15 Version 1.1 Withdrawn under TN 026: 2016 RailCorp Engineering Guideline — Signals — Design Design Guideline for Supervised Locations 6 Fig. EGG 1541 Transcription in ATP Data Route EOA Q_DANGERPOINT D_DP V_RELEASEDP Q_OVERLAP D_OL V_RELEASEOL 1 C1 C3 1 500 126 0 - - 2 101 103 1 200 126 1 500 126 3 101 103 1 30 15km/h 0 - - 5 101(M)A 103 1 250 126 0 - - 5 101(M)B 105 1 250 126 0 - - 5 101(M)C 107 1 300 126 0 - - 6 101 103 1 180 126 0 - - 8 103 BF 1 40 10 km/h 0 - - 10 103(S) L.O.S 1 0 15km/h 0 - - 11 101 105 1 30 15km/h 0 - - 11 103 107 1 30 15km/h 1 120 126 12 103 107 1 20 15km/h 0 - - 15 101 103 1 20 15km/h 1 150 126 16 110 108 1 300 126 0 - - 16 103 107 1 150 126 0 - - Table 1 : ATP data transcription of examples Where: EOA End of Authority Q_DANGERPOINT Qualifier for Danger Point (0 = No Danger Point, 1 = Danger Point information to follow) D_DP Distance from End of Authority to Danger Point V_RELEASEDP Release speed associated with Danger Point (126 = Compute onboard or 15km/h) Q_OVERLAP Qualifier for Overlap (0 = No Danger Point, 1 – Danger Point information to follow) D_OL Distance from the End of Authority to the end of the Overlap V_RELEASEOL Release speed associated with the Overlap (126 = Compute onboard or 15km/h) © RailCorp Issued 27 September 2012 UNCONTROLLED WHEN PRINTED Page 15 of 15 Version 1.1
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